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HomeMy WebLinkAboutAppendix+H+-+Traffic+Impact+Analysis+ReportDSRT SURF Specific Plan EIR (SCH # 2019011044) Technical Appendices APPENDIX H Traffic Impact Report Prepared by Urban Crossroads 260 E. Baker St. Suite 200 Costa Mesa, CA 92626 March 4, 2019 H-1 Desert Wave TRAFFIC IMPACT ANALYSIS CITY OF PALM DESERT PREPARED BY: Aric Evatt, PTP aevatt@urbanxroads.com (949) 660-1994 x204 Pranesh Tarikere, PE ptarikere@urbanxroads.com (949) 660-1994 x205 Robert Vu, PE rvu@urbanxroads.com (949) 660-1994 x238 MARCH 4, 2019 11825-04 TIA Report Desert Wave Traffic Impact Analysis 11825-04 TIA Report I TABLE OF CONTENTS TABLE OF CONTENTS ............................................................................................................................. I APPENDICES ........................................................................................................................................ IV LIST OF EXHIBITS ................................................................................................................................ VII LIST OF TABLES ................................................................................................................................... IX LIST OF ABBREVIATED TERMS ............................................................................................................. XI 1 INTRODUCTION ........................................................................................................................... 1 1.1 Summary of Findings ..................................................................................................................... 1 1.2 Project Overview ........................................................................................................................... 1 1.3 Analysis Scenarios ......................................................................................................................... 3 1.4 Study Area ..................................................................................................................................... 4 1.5 Analysis Findings ........................................................................................................................... 7 1.6 Circulation System Deficiencies and Recommended Improvements ......................................... 11 1.7 Local and Regional Funding Mechanisms ................................................................................... 12 1.8 Cumulative Impacts .................................................................................................................... 12 1.9 On-Site Roadway and Site Access Improvements ...................................................................... 13 1.10 Special Event Traffic Management Plan ..................................................................................... 17 2 METHODOLOGIES ..................................................................................................................... 21 2.1 Level of Service ........................................................................................................................... 21 2.2 Intersection Capacity Analysis .................................................................................................... 21 2.3 Freeway Off-Ramp Queuing Analysis .......................................................................................... 23 2.4 Traffic Signal Warrant Analysis Methodology ............................................................................. 24 2.5 Freeway Mainline Segment Analysis .......................................................................................... 25 2.6 Freeway Merge/Diverge Ramp Junction Analysis ....................................................................... 26 2.7 Minimum Level of Service (LOS) ................................................................................................. 27 2.8 Deficiency Criteria ....................................................................................................................... 28 2.9 Project Fair Share Calculation Methodology .............................................................................. 29 3 EXISTING CONDITIONS .............................................................................................................. 31 3.1 Existing Circulation Network ....................................................................................................... 31 3.2 City of Palm Desert General Plan Circulation Element ............................................................... 31 3.3 City of Rancho Mirage General Plan Circulation Element .......................................................... 31 3.4 County of Riverside General Plan Circulation Element ............................................................... 31 3.5 Transit Service ............................................................................................................................. 39 3.6 Pedestrian and Bicycle Facilities ................................................................................................ 39 3.7 Existing Traffic Volumes .............................................................................................................. 39 3.8 Existing Conditions Intersection Operations Analysis ................................................................. 43 3.9 Existing Conditions Traffic Signal Warrants Analysis .................................................................. 43 3.10 Existing Conditions Off-Ramp Queuing Analysis ......................................................................... 47 3.11 Existing Conditions Basic Freeway Segment Analysis ................................................................. 47 3.12 Existing Conditions Freeway Merge/Diverge Analysis ................................................................ 47 3.13 Recommended Improvements ................................................................................................... 47 4 PROJECTED FUTURE TRAFFIC ..................................................................................................... 53 4.1 Project Trip Generation ............................................................................................................... 53 4.2 Project Trip Distribution .............................................................................................................. 56 4.3 Modal Split .................................................................................................................................. 56 4.4 Trip Assignment .......................................................................................................................... 56 Desert Wave Traffic Impact Analysis 11825-04 TIA Report II 4.5 Cumulative Growth Traffic .......................................................................................................... 61 5 E+P TRAFFIC CONDITIONS ......................................................................................................... 67 5.1 Roadway Improvements ............................................................................................................. 67 5.2 E+P Traffic Volume Forecasts ...................................................................................................... 67 5.3 E+P Intersection Operations Analysis ......................................................................................... 67 5.4 E+P Traffic Signal Warrants Analysis ........................................................................................... 71 5.5 E+P Off-Ramp Queuing Analysis ................................................................................................. 71 5.6 E+P Basic Freeway Segment Analysis .......................................................................................... 71 5.7 E+P Freeway Merge/Diverge Analysis ........................................................................................ 71 5.8 Recommended Improvements ................................................................................................... 76 6 EAP (2022, TYPICAL OPERATION) TRAFFIC CONDITIONS ............................................................ 79 6.1 Roadway Improvements ............................................................................................................. 79 6.2 EAP (2022, Typical Operation) Traffic Volume Forecasts ........................................................... 79 6.3 EAP (2022, Typical Operation) Intersection Operations Analysis ............................................... 79 6.4 EAP (2022, Typical Operation) Traffic Signal Warrants Analysis ................................................. 83 6.5 EAP (2022, Typical Operation) Off-Ramp Queuing Analysis ....................................................... 83 6.6 EAP (2022, Typical Operation) Basic Freeway Segment Analysis ............................................... 83 6.7 EAP (2022, Typical Operation) Freeway Merge/Diverge Analysis .............................................. 83 6.8 Recommended Improvements ................................................................................................... 88 7 EAP (2022, SPECIAL EVENT) TRAFFIC CONDITIONS ..................................................................... 91 7.1 Roadway Improvements ............................................................................................................. 91 7.2 EAP (2022, Special Event) Traffic Volume Forecasts ................................................................... 91 7.3 EAP (2022, Special Event) Intersection Operations Analysis ...................................................... 91 7.4 EAP (2022, Special Event) Traffic Signal Warrants Analysis ........................................................ 95 7.5 EAP (2022, Special Event) Off-Ramp Queuing Analysis .............................................................. 95 7.6 EAP (2022, Special Event) Basic Freeway Segment Analysis ....................................................... 95 7.7 EAP (2022, Special Event) Freeway Merge/Diverge Analysis ..................................................... 95 7.8 Recommended Improvements ................................................................................................. 100 8 EAPC (2022, TYPICAL OPERATION) TRAFFIC CONDITIONS ........................................................ 103 8.1 Roadway Improvements ........................................................................................................... 103 8.2 EAPC (2022, Typical Operation) Traffic Volume Forecasts ....................................................... 103 8.3 EAPC (2022, Typical Operation) Intersection Operations Analysis ........................................... 103 8.4 EAPC (2022, Typical Operation) Traffic Signal Warrants Analysis ............................................. 107 8.5 EAPC (2022, Typical Operation) Off-Ramp Queuing Analysis ................................................... 107 8.6 EAPC (2022, Typical Operation) Basic Freeway Segment Analysis ........................................... 107 8.7 EAPC (2022, Typical Operation) Freeway Merge/Diverge Analysis .......................................... 107 8.8 Recommended Improvements ................................................................................................. 112 9 EAPC (2022, SPECIAL EVENT) TRAFFIC CONDITIONS ................................................................. 115 9.1 Roadway Improvements ........................................................................................................... 115 9.2 EAPC (2022, Special Event) Traffic Volume Forecasts............................................................... 115 9.3 EAPC (2022, Special Event) Intersection Operations Analysis .................................................. 115 9.4 EAPC (2022, Special Event) Traffic Signal Warrants Analysis .................................................... 119 9.5 EAPC (2022, Special Event) Off-Ramp Queuing Analysis .......................................................... 119 9.6 EAPC (2022, Special Event) Basic Freeway Segment Analysis .................................................. 119 9.7 EAPC (2022, Special Event) Freeway Merge/Diverge Analysis ................................................. 119 9.8 Recommended Improvements ................................................................................................. 124 Desert Wave Traffic Impact Analysis 11825-04 TIA Report III 10 REFERENCES ............................................................................................................................ 127 Desert Wave Traffic Impact Analysis 11825-04 TIA Report IV This Page Intentionally Left Blank Desert Wave Traffic Impact Analysis 11825-04 TIA Report V APPENDICES APPENDIX 1.1: APPROVED TRAFFIC STUDY SCOPING AGREEMENT APPENDIX 1.2: SITE ADJACENT QUEUING ANALYSIS APPENDIX 3.1: EXISTING TRAFFIC COUNTS – JANUARY 2019 APPENDIX 3.2: EXISTING (2019) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS APPENDIX 3.3: EXISTING (2019) CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS APPENDIX 3.4: EXISTING (2019) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS APPENDIX 3.5: EXISTING (2019) CONDITIONS FREEWAY FACILITY WORKSHEETS APPENDIX 3.6: EXISTING (2019) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS APPENDIX 5.1: E+P CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS APPENDIX 5.2: E+P CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS APPENDIX 5.3: E+P CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS APPENDIX 5.4: E+P CONDITIONS FREEWAY FACILITY WORKSHEETS APPENDIX 5.5: E+P CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS APPENDIX 6.1: EAP (2022, TYPICAL OPERATION) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS APPENDIX 6.2: EAP (2022, TYPICAL OPERATION) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS APPENDIX 6.3: EAP (2022, TYPICAL OPERATION) CONDITIONS FREEWAY FACILITY WORKSHEETS APPENDIX 6.4: EAP (2022, TYPICAL OPERATION) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS APPENDIX 7.1: EAP (2022, SPECIAL EVENT) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS APPENDIX 7.2: EAP (2022, SPECIAL EVENT) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS APPENDIX 7.3: EAP (2022, SPECIAL EVENT) CONDITIONS FREEWAY FACILITY WORKSHEETS APPENDIX 7.4: EAP (2022, SPECIAL EVENT) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS APPENDIX 8.1: EAPC (2022, TYPICAL OPERATION) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS APPENDIX 8.2: EAPC (2022, TYPICAL OPERATION) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS APPENDIX 8.3: EAPC (2022, TYPICAL OPERATION) CONDITIONS FREEWAY FACILITY WORKSHEETS APPENDIX 8.4: EAPC (2022, TYPICAL OPERATION) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS APPENDIX 9.1: EAPC (2022, SPECIAL EVENT) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS APPENDIX 9.2: EAPC (2022, SPECIAL EVENT) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS APPENDIX 9.3: EAPC (2022, SPECIAL EVENT) CONDITIONS FREEWAY FACILITY WORKSHEETS APPENDIX 9.4: EAPC (2022, SPECIAL EVENT) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS Desert Wave Traffic Impact Analysis 11825-04 TIA Report VI This Page Intentionally Left Blank Desert Wave Traffic Impact Analysis 11825-04 TIA Report VII LIST OF EXHIBITS EXHIBIT 1-1: PRELIMINARY SITE PLAN .................................................................................................. 2 EXHIBIT 1-2: LOCATION MAP ................................................................................................................ 6 EXHIBIT 1-3: SUMMARY OF DEFICIENT INTERSECTIONS BY ANALYSIS SCENARIO .................................. 9 EXHIBIT 1-4: SITE ADJACENT ROADWAY AND SITE ACCESS RECOMMENDATIONS ............................... 16 EXHIBIT 1-5: EVENT OPERATIONS PLANNING SCHEDULE .................................................................... 17 EXHIBIT 1-6: TRAFFIC MANAGEMENT PLAN ........................................................................................ 20 EXHIBIT 3-1: EXISTING NUMBER OF THROUGH LANES AND INTERSECTION CONTROLS ....................... 32 EXHIBIT 3-2: CITY OF PALM DESERT GENERAL PLAN CIRCULATION ELEMENT ...................................... 33 EXHIBIT 3-3: CITY OF PALM DESERT GENERAL PLAN ROADWAY CROSS-SECTIONS .............................. 34 EXHIBIT 3-4: CITY OF RANCHO MIRAGE GENERAL PLAN CIRCULATION ELEMENT ................................ 35 EXHIBIT 3-5: CITY OF RANCHO MIRAGE GENERAL PLAN ROADWAY CROSS-SECTIONS ......................... 36 EXHIBIT 3-6: COUNTY OF RIVERSIDE GENERAL PLAN CIRCULATION ELEMENT ..................................... 37 EXHIBIT 3-7: COUNTY OF RIVERSIDE GENERAL PLAN ROADWAY CROSS-SECTIONS ............................. 38 EXHIBIT 3-8: EXISTING TRANSIT ROUTES ............................................................................................ 40 EXHIBIT 3-9: COUNTY OF RIVERSIDE TRAILS AND BIKEWAY SYSTEM ................................................... 41 EXHIBIT 3-10: EXISTING PEDESTRIAN FACILITIES ................................................................................. 42 EXHIBIT 3-11: EXISTING (2019) TRAFFIC VOLUMES ............................................................................. 44 EXHIBIT 3-12: EXISTING (2019) SUMMARY OF LOS ............................................................................. 45 EXHIBIT 3-13: EXISTING (2019) FREEWAY MAINLINE VOLUMES .......................................................... 51 EXHIBIT 4-1: PROJECT (TYPICAL OPERATION) TRIP DISTRIBUTION ...................................................... 57 EXHIBIT 4-2: PROJECT (SPECIAL EVENT) TRIP DISTRIBUTION ............................................................... 58 EXHIBIT 4-3: PROJECT ONLY (TYPICAL OPERATION) TRAFFIC VOLUMES .............................................. 59 EXHIBIT 4-4: PROJECT ONLY (SPECIAL EVENT) TRAFFIC VOLUMES ....................................................... 60 EXHIBIT 4-5: CUMULATIVE DEVELOPMENT LOCATION MAP ............................................................... 62 EXHIBIT 5-1: E+P TRAFFIC VOLUMES ................................................................................................... 68 EXHIBIT 5-2: E+P SUMMARY OF LOS ................................................................................................... 69 EXHIBIT 5-3: E+P FREEWAY MAINLINE VOLUMES ............................................................................... 75 EXHIBIT 6-1: EAP (2022, TYPICAL OPERATION) TRAFFIC VOLUMES...................................................... 80 EXHIBIT 6-2: EAP (2022, TYPICAL OPERATION) SUMMARY OF LOS ...................................................... 81 EXHIBIT 6-3: EAP (2022, TYPICAL OPERATION) FREEWAY MAINLINE VOLUMES .................................. 87 EXHIBIT 7-1: EAP (2022, SPECIAL EVENT) TRAFFIC VOLUMES .............................................................. 92 EXHIBIT 7-2: EAP (2022, SPECIAL EVENT) SUMMARY OF LOS .............................................................. 93 EXHIBIT 7-3: EAP (2022, SPECIAL EVENT) FREEWAY MAINLINE VOLUMES ........................................... 99 EXHIBIT 8-1: EAPC (2022, TYPICAL OPERATION) TRAFFIC VOLUMES .................................................. 104 EXHIBIT 8-2: EAPC (2022, TYPICAL OPERATION) SUMMARY OF LOS .................................................. 105 EXHIBIT 8-3: EAPC (2022, TYPICAL OPERATION) FREEWAY MAINLINE VOLUMES .............................. 111 EXHIBIT 9-1: EAPC (2022, SPECIAL EVENT) TRAFFIC VOLUMES .......................................................... 116 EXHIBIT 9-2: EAPC (2022, SPECIAL EVENT) SUMMARY OF LOS .......................................................... 117 EXHIBIT 9-3: EAPC (2022, SPECIAL EVENT) FREEWAY MAINLINE VOLUMES ....................................... 123 Desert Wave Traffic Impact Analysis 11825-04 TIA Report VIII This Page Intentionally Left Blank Desert Wave Traffic Impact Analysis 11825-04 TIA Report IX LIST OF TABLES TABLE 1-1: INTERSECTION ANALYSIS LOCATIONS ................................................................................. 5 TABLE 1-2: FREEWAY MAINLINE SEGMENT ANALYSIS LOCATIONS ........................................................ 5 TABLE 1-3: FREEWAY MERGE/DIVERGE RAMP JUNCTION ANALYSIS LOCATIONS .................................. 7 TABLE 1-4: SUMMARY OF IMPROVEMENTS BY ANALYSIS SCENARIO .................................................... 8 TABLE 1-5: PROJECT FAIR SHARE CALCULATIONS ................................................................................ 14 TABLE 2-1: SIGNALIZED INTERSECTION DESCRIPTION OF LOS ............................................................. 22 TABLE 2-2: UNSIGNALIZED INTERSECTION DESCRIPTION OF LOS ........................................................ 23 TABLE 2-3: UNSIGNALIZED INTERSECTION LOCATIONS ....................................................................... 25 TABLE 2-4: DESCRIPTION OF FREEWAY MAINLINE LOS ....................................................................... 26 TABLE 2-5: DESCRIPTION OF FREEWAY MERGE AND DIVERGE LOS ..................................................... 27 TABLE 3-1: INTERSECTION ANALYSIS FOR EXISTING (2019) CONDITIONS ............................................ 46 TABLE 3-2: PEAK HOUR FREEWAY OFF-RAMP QUEUING SUMMARY FOR EXISTING (2019) CONDITIONS 48 TABLE 3-3: BASIC FREEWAY SEGMENT ANALYSIS FOR EXISTING (2019) CONDITIONS .......................... 49 TABLE 3-4: FREEWAY RAMP JUNCTION ANALYSIS FOR EXISTING (2019) CONDITIONS......................... 50 TABLE 3-5: INTERSECTION ANALYSIS FOR EXISTING (2019) CONDITIONS, WITH IMPROVEMENTS ....... 52 TABLE 4-1: PROJECT TRIP GENERATION SUMMARY - TYPICAL OPERATION ......................................... 54 TABLE 4-2: PROJECT TRIP GENERATION SUMMARY - WEEKEND SPECIAL EVENT ................................. 55 TABLE 4-2: CUMULATIVE DEVELOPMENT LAND USE SUMMARY ......................................................... 63 TABLE 5-1: INTERSECTION ANALYSIS FOR E+P CONDITIONS ................................................................ 70 TABLE 5-2: PEAK HOUR FREEWAY OFF-RAMP QUEUING SUMMARY FOR E+P CONDITIONS ................ 72 TABLE 5-3: BASIC FREEWAY SEGMENT ANALYSIS FOR E+P CONDITIONS ............................................. 73 TABLE 5-4: FREEWAY RAMP JUNCTION ANALYSIS FOR E+P CONDITIONS ............................................ 74 TABLE 5-5: INTERSECTION ANALYSIS FOR E+P CONDITIONS WITH IMPROVEMENTS ........................... 77 TABLE 6-1: INTERSECTION ANALYSIS FOR EAP (2022, TYPICAL OPERATION) CONDITIONS ................... 82 TABLE 6-2: PEAK HOUR FREEWAY OFF-RAMP QUEUING SUMMARY FOR EAP (2022, TYPICAL OPERATION) CONDITIONS.................................................................................................................. 84 TABLE 6-3: BASIC FREEWAY SEGMENT ANALYSIS FOR EAP (2022, TYPICAL OPERATION) CONDITIONS 85 TABLE 6-4: FREEWAY RAMP JUNCTION ANALYSIS FOR EAP (2022, TYPICAL OPERATION) CONDITIONS 86 TABLE 6-5: INTERSECTION ANALYSIS FOR EAP (2022, TYPICAL OPERATION) CONDITIONS WITH IMPROVEMENTS ................................................................................................................................ 89 TABLE 7-1: INTERSECTION ANALYSIS FOR EAP (2022, SPECIAL EVENT) CONDITIONS ........................... 94 TABLE 7-2: PEAK HOUR FREEWAY OFF-RAMP QUEUING SUMMARY FOR EAP (2022, SPECIAL EVENT) CONDITIONS ...................................................................................................................................... 96 TABLE 7-3: BASIC FREEWAY SEGMENT ANALYSIS FOR EAP (2022, SPECIAL EVENT) CONDITIONS ......... 97 TABLE 7-4: FREEWAY RAMP JUNCTION ANALYSIS FOR EAP (2022, SPECIAL EVENT) CONDITIONS ........ 98 TABLE 7-5: INTERSECTION ANALYSIS FOR EAP (2022, SPECIAL EVENT) CONDITIONS WITH IMPROVEMENTS .............................................................................................................................. 101 TABLE 8-1: INTERSECTION ANALYSIS FOR EAPC (2022, TYPICAL OPERATION) CONDITIONS ............... 106 TABLE 8-2: PEAK HOUR FREEWAY OFF-RAMP QUEUING SUMMARY FOR EAPC (2022, TYPICAL OPERATION) CONDITIONS................................................................................................................ 108 TABLE 8-3: BASIC FREEWAY SEGMENT ANALYSIS FOR EAPC (2022, TYPICAL OPERATION) CONDITIONS 109 TABLE 8-4: FREEWAY RAMP JUNCTION ANALYSIS FOR EAPC (2022, TYPICAL OPERATION) CONDITIONS 110 Desert Wave Traffic Impact Analysis 11825-04 TIA Report X TABLE 8-5: INTERSECTION ANALYSIS FOR EAPC (2022, TYPICAL OPERATION) CONDITIONS WITH IMPROVEMENTS .............................................................................................................................. 113 TABLE 9-1: INTERSECTION ANALYSIS FOR EAPC (2022, SPECIAL EVENT) CONDITIONS ....................... 118 TABLE 9-2: PEAK HOUR FREEWAY OFF-RAMP QUEUING SUMMARY FOR EAPC (2022, SPECIAL EVENT) CONDITIONS .................................................................................................................................... 120 TABLE 9-3: BASIC FREEWAY SEGMENT ANALYSIS FOR EAPC (2022, SPECIAL EVENT) CONDITIONS ..... 121 TABLE 9-4: FREEWAY RAMP JUNCTION ANALYSIS FOR EAPC (2022, SPECIAL EVENT) CONDITIONS .... 122 TABLE 9-5: INTERSECTION ANALYSIS FOR EAPC (2022, SPECIAL EVENT) CONDITIONS WITH IMPROVEMENTS .............................................................................................................................. 125 Desert Wave Traffic Impact Analysis 11825-04 TIA Report XI LIST OF ABBREVIATED TERMS (1) Reference ADT Average Daily Traffic Caltrans California Department of Transportation CEQA California Environmental Quality Act CMS Changeable Message Sign CMP Congestion Management Program CVAG Coachella Valley Association of Governments E+P Existing Plus Project EAP Existing Plus Ambient Growth Plus Project EAPC Existing Plus Ambient Growth Plus Project Plus Cumulative HCM Highway Capacity Manual HCS Highway Capacity Software ITE Institute of Transportation Engineers LOS Level of Service MUTCD Manual on Uniform Traffic Control Devices N/A Not Applicable NP Without Project PeMS Performance Measurement System PHF Peak Hour Factor Project Desert Wave PSA Public Service Announcements RivTAM Riverside County Transportation Analysis Model RTP Regional Transportation Plan SAT Saturday SCAG Southern California Association of Governments SCS Sustainable Communities Strategy sf Square Feet SHS State Highway System TIA Traffic Impact Analysis TUMF Transportation Uniform Mitigation Fee WP With Project Desert Wave Traffic Impact Analysis 11825-04 TIA Report XII This Page Intentionally Left Blank Desert Wave Traffic Impact Analysis 11825-04 TIA Report 1 1 INTRODUCTION This report presents the results of the traffic impact analysis (TIA) for the proposed Desert Wave (“Project”), which is located west of Desert Willow Drive, in the City of Palm Desert as shown on Exhibit 1-1. The purpose of this TIA is to evaluate the potential circulation system deficiencies that may result from the development of the proposed Project, and recommend improvements to achieve acceptable circulation system operational conditions. This TIA has been prepared based on scoping agreement with the City of Palm Desert. (1) To ensure that this TIA satisfies the City of Palm Desert’s traffic study requirements, Urban Crossroads, Inc. prepared a traffic study scoping package for review by City staff prior to the preparation of this report. The Agreement provides an outline of the Project study area, trip generation, trip distribution, and analysis methodology. The Agreement approved by the City is included in Appendix 1.1. 1.1 SUMMARY OF FINDINGS For both Existing (2019) and Opening Year Cumulative (2022) traffic conditions the addition of Project traffic to study area intersections did not result in deficient intersection operations. The Project was found to contribute to an existing transportation deficiency at the following intersection: • Cook Street & Market Place Drive (#8) A summary of off-site improvements needed to address intersection operational deficiencies for the intersection of Cook Street and Market Place Drive is included in Table 1-4. The Project applicant shall participate in the CVAG’s TUMF program by paying the requisite TUMF fee; and in addition, shall pay the Project’s fair share of 12.1% towards the installation of traffic signal at the intersection of Cook Street and Market Place Drive, or as agreed to by the City and Project Applicant. The Project shall extend the eastbound left turn lane on Market Place Drive at Cook Street to provide a minimum of 165 feet of storage. Discussion and recommendations for managing traffic during special events are provided in Section 1.10 Special Event Traffic Management Plan. 1.2 PROJECT OVERVIEW It is our understanding that the Project is to consist of a 6.0-acre surf lagoon with restaurant, café, bar, two hotels with a maximum of 350 rooms and a maximum of 88 villas. The Project consists of two planning areas: The Surf Lagoon Planning Area and the Hotels and Villas Planning Area. The Surf Lagoon Planning Area will be developed in Phase 1 and the Hotels and Villas Planning Area will be developed at a later date. For the purposes of this analysis, it is assumed that the Project will be constructed within a single phase of development with a projected Opening Year of 2022. 1 2 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 3 Access to the Project site will be provided via the following roadways: • Desert Willow Drive on Country Club Drive (full access) • Market Place Drive on Cook Street (full access) Regional access to the project site is provided via the I-10 Freeway via Cook Street. Trips generated by the Project’s proposed land uses have been estimated based on trip generation rates collected by the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition, 2017. (2) The proposed Project is anticipated to generate a net total of 5,496 trip-ends per day on a typical weekday with 304 vehicles per hour (VPH) during the weekday PM peak hour and 448 VPH during the weekend peak hour. The trip generation estimate during special event has been calculated based on estimated 3,500 guests per day and approximately 25% of the guests arriving or departing during the peak hour. The proposed Project (Weekend Special Event) is anticipated to generate a net total of 7,288 trip-ends per day on a weekend during a special event with 761 vehicles per hour (VPH) during the arrival and departure peak hour. The assumptions and methods used to estimate the Project’s trip generation characteristics are discussed in greater detail in Section 4.1 Project Trip Generation of this report. 1.3 ANALYSIS SCENARIOS For the purposes of this traffic study, potential impacts to traffic and circulation have been evaluated for each of the following conditions: • Existing (2019) Conditions TYPICAL OPERATION • E+P Conditions • Existing plus Ambient Growth plus Project (EAP) (2022) Conditions • Existing plus Ambient Growth plus Project Plus Cumulative (EAPC) (2022) Conditions SPECIAL EVENT • EAP (2022) Conditions • EAPC (2022) Conditions All study area intersections will be evaluated using the Highway Capacity Manual (HCM) 6th Edition analysis methodology. 1.3.1 EXISTING CONDITIONS Existing physical conditions have been disclosed to represent the baseline traffic conditions as they existed at the time this report was prepared. 1.3.2 E+P CONDITIONS The E+P analysis determines circulation system deficiencies that would occur on the existing roadway system in the scenario of the Project being placed upon Existing conditions. 3 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 4 1.3.3 EAP CONDITIONS The EAP (2022) traffic conditions analyses determine potential traffic impacts based on a comparison of the EAP traffic conditions to Existing conditions. To account for background traffic growth, an ambient growth factor from Existing conditions of 6.12% (2 percent per year over 3 years, compounded annually) for 2022 conditions is included for EAP traffic conditions. Consistent with County of Riverside traffic study guidelines, the EAP analysis is intended to identify “Opening Year” deficiencies associated with the development of the proposed Project based on the expected background growth within the study area. 1.3.4 EAPC CONDITIONS The EAPC (2022) traffic conditions analyses determine the potential near-term cumulative circulation system deficiencies. Background traffic for these analysis scenarios follow the same ambient growth methodology described above for EAP traffic conditions. However, EAPC traffic conditions also include the addition of cumulative development traffic. The comprehensive list of cumulative development projects was compiled from information provided by the City of Palm Desert, City of Rancho Mirage, and County of Riverside. The EAPC (2022) conditions analysis will be utilized to determine if improvements funded through regional transportation mitigation fee programs, such as the Transportation Uniform Mitigation Fee (TUMF), or other approved funding mechanism (e.g., Community Facilities District, etc.) can accommodate the long-range cumulative traffic at the target Level of Service (LOS) identified in the City of Palm Desert (lead agency) General Plan. Other improvements needed beyond the “funded” improvements (such as localized improvements to non-TUMF) are identified as such. Each of these regional transportation fee programs are discussed in more detail in Section 1.6 Local and Regional Funding Mechanisms. 1.4 STUDY AREA The Project study area was defined in coordination with the City of Palm Desert. Consistent with County of Riverside traffic study guidelines, the study area includes any intersection of “Collector” or higher classification street, with “Collector” or higher classification streets, at which the proposed project will add 50 or more peak hour trips. Exhibit 1-2 presents the study area and intersection analysis locations. The “50 peak hour trip” criteria generally represents a minimum number of trips at which a typical intersection would have the potential to be substantively impacted by a given development proposal. Although each intersection may have unique operating characteristics, this traffic engineering rule of thumb is a widely utilized tool for estimating a potential area of impact (i.e., study area). To ensure that this TIA satisfies the needs of the City of Palm Desert, Urban Crossroads, Inc. prepared a Project specific traffic study scoping agreement for review by City staff prior to the preparation of this TIA. The agreement provides an outline of the study area, trip generation, trip distribution, and analysis methodology. The agreement approved by the City of Palm Desert is included in Appendix 1.1. 4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 5 1.4.1 INTERSECTIONS The following 12 study area intersections shown on Exhibit 1-2 and listed in Table 1-1 were selected for this TIA based on consultation with City of Palm Desert staff. In general, the study area includes intersections where the Project is anticipated to contribute 50 or more peak hour trips, and input from the City of Palm Desert staff. TABLE 1-1: INTERSECTION ANALYSIS LOCATIONS ID Intersection Location Jurisdiction 1 Monterey Avenue & Country Club Drive Palm Desert, Rancho Mirage 2 Portola Road & Country Club Drive Palm Desert 3 Desert Willow Drive & Country Club Drive Palm Desert 4 Cook Street & I-10 Westbound Ramps Caltrans, Riverside County 5 Cook Street & I-10 Eastbound Ramps Caltrans, Riverside County 6 Cook Street & Gerald Ford Drive Palm Desert 7 Cook Street & Frank Sinatra Drive Palm Desert 8 Cook Street & Market Place Drive Palm Desert 9 Cook Street & Country Club Drive Palm Desert 10 Cook Street & Hovley Lane Palm Desert 11 Eldorado Drive & Country Club Drive Palm Desert 12 Tamarisk Row Drive & Country Club Drive Palm Desert 1.4.2 FREEWAY MAINLINE SEGMENTS Standard Caltrans guidance related to the geographic scope of the study area for the State Highway System (SHS) suggests, the traffic study should include as a minimum all State highway facilities where the project will add over 100 peak hour trips. State highway facilities that are experiencing noticeable delays should be analyzed in the scope of the traffic study for projects that add 50 to 100 peak hour trips. Because impacts to freeway segments dissipate with distance from the point of SHS entry, quantitative study of freeway segment beyond those immediately adjacent to the point of entry is not being proposed. As such, the traffic study has evaluated the segments shown on Table 1-2. TABLE 1-2: FREEWAY MAINLINE SEGMENT ANALYSIS LOCATIONS ID Freeway Mainline Segments 1 I-10 Freeway Westbound – West of Cook Street 2 I-10 Freeway Westbound – East of Cook Street 3 I-10 Freeway Eastbound – West of Cook Street 4 I-10 Freeway Eastbound – East of Cook Street 5 6 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 7 1.4.3 FREEWAY MERGE/DIVERGE RAMP JUNCTIONS The study area freeway merge/diverge ramp junction analysis locations include the following four I-10 Freeway ramp junctions for the westbound and eastbound directions of flow as shown on Table 1-3: TABLE 1-3: FREEWAY MERGE/DIVERGE RAMP JUNCTION ANALYSIS LOCATIONS ID Freeway Merge/Diverge Ramp Junctions 1 I-10 Freeway – Westbound, On-Ramp at Cook Street (Merge) 2 I-10 Freeway – Westbound, Loop On-Ramp at Cook Street (Merge) 3 I-10 Freeway – Westbound, Off-Ramp at Cook Street (Diverge) 4 I-10 Freeway – Eastbound, Off-Ramp at Cook Street (Diverge) 5 I-10 Freeway – Eastbound, On-Ramp at Cook Street (Merge) 1.5 ANALYSIS FINDINGS This section provides a summary of the analysis results for Existing (2019), E+P, EAP (2022), EAP (2022, Special Event), EAPC (2022), and EAPC (2022, Special Event) traffic conditions. The results of the potentially significant cumulative impacts for the study area intersections for near term traffic conditions are summarized in Table 1-4 and Exhibit 1-3. 1.5.1 INTERSECTIONS Existing (2019) Conditions For Existing (2019) traffic conditions, the following study area intersection is currently operating at an unacceptable LOS (i.e., LOS E or worse) during one or both of the peak hours: • Cook Street & Market Place Drive (#8) – LOS F PM peak hour only Typical Operation E+P (Project Buildout) Conditions No additional study area intersections are anticipated to operate at an unacceptable LOS (i.e., LOS E or worse) during one or more peak hours with the addition of Project (Buildout) traffic for E+P traffic conditions. EAP (2022) Conditions For EAP (2022) traffic conditions, no additional study area intersections are anticipated to operate at an unacceptable LOS (i.e., LOS E or worse) during one or more peak hours. EAPC (2022) Conditions For EAPC (2022) traffic conditions, no additional study area intersections are anticipated to operate at an unacceptable LOS (i.e., LOS E or worse) during one or more peak hours. 7 Ta b l e  1‐4 # I n t e r s e c t i o n  Lo c a t i o n J u r i s d i c t i o n E x i s t i n g  (2 0 1 9 ) E + P E A P  (2 0 2 2 ) E A P C  (2 0 2 2 ) Im p r o v e m e n t s  in   CV A G  TU M F ? 1 Fa i r  Sh a r e   %2 8 C o o k  St .  & Ma r k e t  Pl a c e  Dr . P a l m  De s e r t ‐  Sa m e ‐  Sa m e ‐  Sa m e No 1 2 . 1 % 1 Im p r o v e m e n t s  in c l u d e d  in  CV A G  TU M F  fe e  pr o g r a m s . 2 Pr o g r a m  im p r o v e m e n t s  co n s t r u c t e d  by  pr o j e c t  ma y  be  el i g i b l e  fo r  fe e  cr e d i t ,  at  di s c r e t i o n  of  th e  Co u n t y .    Se e  Ta b l e  1‐5 fo r  Fa i r  Sh a r e  Ca l c u l a t i o n s . 3 Im p r o v e m e n t s  in c l u d e  tr a f f i c  si g n a l  mo d i f i c a t i o n  to  pr o v i d e  co o r d i n a t i o n  wi t h  th e  ad j a c e n t  tr a f f i c  si g n a l . Su m m a r y  of  Im p r o v e m e n t s  by  An a l y s i s  Sc e n a r i o ‐  In s t a l l  a tr a f f i c   si g n a l 3 8 9 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 10 Special Event EAP (2022, Special Event) Conditions For EAP (2022, Special Event) traffic conditions, no additional study area intersections are anticipated to operate at an unacceptable LOS (i.e., LOS E or worse) during one or more peak hours. EAPC (2022, Special Event) Conditions For EAPC (2022, Special Event) traffic conditions, no additional study area intersections are anticipated to operate at an unacceptable LOS (i.e., LOS E or worse) during one or more peak hours. 1.5.2 FREEWAY FACILITIES Existing (2019) Conditions For Existing (2019) traffic conditions, the study area freeway mainline segments and ramp junctions are currently operating at an acceptable LOS (i.e., LOS D or better) during one or both of the peak hours. Typical Operation E+P Conditions Consistent with Existing (2019) traffic conditions, the freeway mainline segment and ramp junction analyses indicate that the addition of Project traffic is not anticipated to result in any LOS deficiencies. EAP (2022) Conditions For EAP (2022) traffic conditions, the freeway mainline segments and ramp junctions are anticipated to continue to operate at an acceptable LOS (i.e., LOS D or better) during one or both of the peak hours with the addition of Project traffic, consistent with Existing traffic conditions. EAPC (2022) Conditions For EAPC (2022) traffic conditions, the freeway mainline segments and ramp junctions are anticipated to continue to operate at an acceptable LOS (i.e., LOS D or better) during one or both of the peak hours with the addition of Project traffic, consistent with Existing traffic conditions. Special Event EAP (2022, Special Event) Conditions For EAP (2022, Special Event) traffic conditions, the freeway mainline segments and ramp junctions are anticipated to continue to operate at an acceptable LOS (i.e., LOS D or better) during one or both of the peak hours with the addition of Project (Special Event) traffic, consistent with Existing traffic conditions. 10 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 11 EAPC (2022, Special Event) Conditions For EAPC (2022, Special Event) traffic conditions, the freeway mainline segments and ramp junctions are anticipated to continue to operate at an acceptable LOS (i.e., LOS D or better) during one or both of the peak hours with the addition of Project (Special Event) traffic, consistent with Existing traffic conditions. 1.6 CIRCULATION SYSTEM DEFICIENCIES AND RECOMMENDED IMPROVEMENTS 1.6.1 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES AT INTERSECTIONS A summary of the operationally deficient study area intersections and recommended improvements required to achieve acceptable circulation system performance are described in detail within Section 3 Existing Conditions, Section 5 E+P Traffic Analysis, Section 6 EAP (2022, Typical Operation) Traffic Analysis, Section 7 EAP (2022, Special Event) Traffic Analysis, Section 8 EAP (2022, Typical Operation) Traffic Analysis, and Section 9 EAPC (2022, Special Event) Traffic Analysis, of this report. A summary of off-site improvements needed to address intersection operational deficiencies for each analysis scenario is included in Table 1-4. These recommended improvements are consistent with or less than the geometrics assumed in the City of Palm Desert General Plan Circulation Elements. Improvements found to be included in the Coachella Valley Association of Governments (CVAG) TUMF have been identified as such. For improvements that do not appear to be in the TUMF programs, a fair share financial contribution based on the Project’s fair share impact may be imposed in order to mitigate the Project’s share of impacts in lieu of construction. These fair share financial contributions are collected and distributed by the County of Riverside to surrounding agencies to ensure that regional highways and arterial expansions keep pace with the projected vehicle trip increases. Additional information related to these various fee programs are contained in Section 1.7 Local and Regional Funding Mechanisms of this report. 1.6.2 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES ON FREEWAY FACILITIES The are no deficiencies on freeway mainline and merge-diverge segments. For the purposes of this analysis, no improvements have been identified for freeway facilities. Urban Crossroads has consulted with Caltrans staff and nearby jurisdictions regarding the I-10 at Portola Interchange, and the anticipated completion of the interchange is after the year 2022. The I-10 at Portola Interchange has not been assumed in order to provide a conservative analysis. Once the Portola Interchange is open, it will provide relief to the Cook Street interchange by diverting some traffic to the new interchange. 11 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 12 1.7 LOCAL AND REGIONAL FUNDING MECHANISMS 1.7.1 TRANSPORTATION UNIFORM MITIGATION FEE (TUMF) PROGRAM The TUMF program is administered by CVAG based upon a regional Nexus Study most recently updated in 2009 to address major changes in right of way acquisition and improvement cost factors. CVAG is currently in the process of completing a current Nexus Study update to the program. Final changes to network facilities, network cost allocations, and fee changes were not available at the time this assessment was prepared. This regional program was put into place to ensure that development pays its fair share and that funding is in place for construction of facilities needed to maintain the requisite level of service and critical to mobility in the region. The CVAG TUMF boundary covers many of the municipalities in the Coachella Valley while WRCOG TUMF cover those found in Western Riverside County. TUMF fees are imposed on new residential, industrial, and commercial development through application of the TUMF fee ordinance and fees are collected at the building or occupancy permit stage. In addition, an annual inflation adjustment is considered each year in February. In this way, TUMF fees are adjusted upwards on a regular basis to ensure that the development impact fees collected keep pace with construction and labor costs, etc. 1.7.2 FAIR SHARE CONTRIBUTION Project mitigation may include a combination of fee payments to established programs (e.g., TUMF), construction of specific improvements, payment of a fair share contribution toward future improvements or a combination of these approaches. Improvements constructed by development may be eligible for a fee credit or reimbursement through the program where appropriate (to be determined by the funding program administrator). When off-site improvements are identified with a minor share of responsibility assigned to proposed development, the approving jurisdiction may elect to collect a fair share contribution or require the development to construct improvements. Detailed fair share calculations, for each peak hour, has been provided on Table 1-5 for the applicable deficient intersection shown previously on Table 1-4. Improvements included in a defined program and constructed by development may be eligible for a fee credit or reimbursement through the program where appropriate. 1.8 CUMULATIVE IMPACTS A summary of the cumulatively impacted study area intersections and recommended mitigation measures to address cumulatively significant impacts are described in detail within Section 5 E+P Traffic Conditions, Section 6 EAP (2022, Typical Operation) Traffic Conditions, and Section 8 EAPC (2022, Typical Operation) Traffic Conditions. Cumulative impacts are deficiencies that would not be directly caused by the Project. The Project would, however, contribute traffic to these deficient facilities along with other cumulative development projects, resulting in a cumulatively considerable impact. 12 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 13 The following mitigation measures are based on the improvements needed under Existing (2018), E+P, EAP (2022), and EAPC (2022) traffic conditions. 1.8.1 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES AT INTERSECTIONS A summary of off-site improvements needed to address cumulative traffic impacts was included in Table 1-4. Improvements found to be included in CVAG’s TUMF program have been identified as such. For improvements that do not appear to be in the CVAG’s TUMF program, a fair share financial contribution based on the Project’s fair share impact shall be imposed (for City of Palm Desert facilities) and may be imposed by other jurisdictions in order to mitigate the Project’s share of impacts in lieu of construction. These fees (both to the City of Palm Desert, and as determined, to surrounding agencies as fair-share contributions) are collected as part of a funding mechanism aimed at ensuring that regional highways and arterial expansions keep pace with the projected vehicle trip increases. Table 1-4 shows the Project’s fair share cost for EAPC (2022) traffic conditions. These estimates are a rough order of magnitude only as they are intended only for discussion purposes and do not imply any legal responsibility or formula for contributions or mitigation. 1.8.2 CUMULATIVE MITIGATION MEASURES Impact 1.1 Cook Street & Marketplace Drive (#8) – The intersection is currently operating at an unacceptable LOS (LOS F) and will continue to operate at LOS F with the addition of Project traffic. Mitigation Measure 1.1 – The Project applicant shall participate in the CVAG’s TUMF program by paying the requisite TUMF fee; and in addition, shall pay the Project’s fair share of 12.1% towards the installation of traffic signal at the intersection of Cook Street and Market Place Drive , or as agreed to by the City and Project Applicant. 1.9 ON-SITE ROADWAY AND SITE ACCESS IMPROVEMENTS The Project is proposed to have access onto Country Club Drive at Desert Willow Drive and Cook Street at Market Place Drive. A future traffic signal is proposed at Cook Street and Market Place Drive. Regional access to the Project site will be provided by the I-10 Freeway (via Cook Street interchange). Roadway improvements necessary to provide site access and on-site circulation are assumed to be constructed in conjunction with site development and are described below. These improvements should be in place prior to occupancy. Improvement recommendations are the same for Typical Operation and Special Event alternatives. 1.9.1 SITE ADJACENT ROADWAY IMPROVEMENTS The recommended site-adjacent roadway improvements for the Project are described below. These improvements need to be incorporated into the Project description prior to Project 13 Table 1‐5 # Intersection Existing Project EAPC (2022)  Volume Project % of  Total Traffic 8 Cook St. & Market Place Dr. PM: 2,191 147 2,608 5.6% SAT: 1,363 219 1,804 12.1% BOLD = Denotes highest peak hour. Project Fair Share Calculations for Intersections 14 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 15 approval or imposed as conditions of approval as part of the Project approval. Exhibit 1-4 illustrates the site adjacent and site access roadway improvement recommendations for near- term traffic conditions. 1.9.2 SITE ACCESS IMPROVEMENTS The recommended site access driveway improvements for the Project are described below. Exhibit 1-4 also illustrates the on-site and site adjacent recommended intersection lane improvements for Project traffic conditions. The following intersection recommendations represent the minimum lanes that must be provided to achieve acceptable peak hour operations. Cook Street & Market Place Drive (#8) – Contribute fair share of 12.1% towards the installation of a traffic signal and construct the intersection with the following geometrics: • Extend the eastbound left turn lane to provide a minimum of 165-feet of storage On-site traffic signing and striping should be implemented in conjunction with detailed construction plans for the Project site. Sight distance at each project access point should be reviewed with respect to standard Caltrans and City of Palm Desert sight distance standards at the time of preparation of final grading, landscape and street improvement plans. 1.9.3 QUEUING ANALYSIS AT THE PROJECT DRIVEWAYS AND SITE ADJACENT INTERSECTIONS A queuing analysis was conducted at the Project site access intersections for EAPC (2022) traffic conditions to determine the turn pocket length necessary to accommodate near-term 95th percentile peak hour volumes. The analysis was conducted for both the weekday PM and weekend peak hours. The 95th percentile queues for the applicable study area intersections can be found in Appendix 1.2. The traffic modeling and signal timing optimization software package Synchro/SimTraffic (Version 10) has been utilized to assess queues at the Project driveways and site adjacent intersections. SimTraffic has been utilized to assess peak hour queuing at the site access driveways for Horizon Year With Project traffic conditions. The random simulations generated by SimTraffic have been utilized to determine the 95th percentile queue lengths observed for each turn lane. A SimTraffic simulation has been recorded up to 5 times, during the weekday PM and weekend peak hours, and has been seeded for 60-minute periods with 60-minute recording intervals. The storage length recommendations for the turning movements at the Project were reflected previously on Exhibit 1-4. 15 16 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 17 1.10 SPECIAL EVENT TRAFFIC MANAGEMENT PLAN It is recommended that the Project applicant coordinate with the City staff to refine the traffic management plan prior to the Special Event. Exhibit 1-5 shows a high-level event operations planning. EXHIBIT 1-5: EVENT OPERATIONS PLANNING SCHEDULE Source: Managing Travel for Planned Special Events Handbook: Executive Summary (June 2007) prepared by Federal Highway Administration (FHWA) Special events may result in a up to 3,500 guests. Based on a vehicle occupancy ratio of 2.4, this would result in approximately 1,459 vehicles spread throughout the day. Assuming a peak parking demand of up to 70%, the peak parking demand during special events of up to 1,021 parking spaces can be expected. As on-site parking supply provided based on the Specific Plan standards may be insufficient for special-event parking demand, an overflow lot, located at the southeast corner of Desert Willow Drive and Market Place Drive, is recommended with shuttle service to transport spectators between the Project site and overflow lot. It is recommended that the Project applicant coordinate with the Desert Springs Marketplace or other off-site parking venues for potential sharing of the parking spaces during special events, with shuttle service to the Project site. If non-striped parking areas are used for overflow parking, approximately 150 cars per acre can be assumed as a rule of thumb to estimate the number of spaces that can be accommodated within the area. (3) 17 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 18 A temporary traffic management plan for the Project (Special Event) traffic conditions is shown on Exhibit 1-6. Special event flaggers, law enforcement personnel, and portable changeable message signs (CMS) are recommended to facilitate the movement of special event traffic, shuttles and pedestrians. 1.10.1 CHANGEABLE MESSAGE SIGNS Portable changeable message signs (CMS) are recommended along the major routes of Country Club Drive and Cook Street in order to facilitate guests to and from the on-site and off-site parking. 1.10.2 LAW ENFORCEMENT OFFICERS/EVENT FLAGGERS Law enforcement personnel and/or special event flaggers are recommended to direct traffic at the following key locations: • Desert Willow Dr. & Country Club Dr. • Cook St. & Market Place Dr. • Desert Willow Dr. & Market Place Dr. • Desert Willow Dr. & Project entrance 1.10.3 PUBLIC SERVICE ANNOUNCEMENTS Public service announcements (PSA) are recommended to provide information to event guests prior to the event. Examples include, but are not limited to: • Online event information (i.e., suggested routes, parking, etc.) • CMS prior to the event • Brochures 1.10.4 SIGNAL TIMING ADJUSTMENTS Coordinate with the City staff to provide traffic signal timing adjustment based on the expected peak arrival and departure periods of the special event at the following intersections: • Desert Willow Dr. & Country Club Dr. • Cook St. & Market Place Dr. • Cook St. & Country Club Dr. 1.10.5 PARKING MANAGEMENT STRATEGIES The recent rise in popularity of Transportation Network Companies (TNCs) such as Uber and Lyft, has the potential to significantly change future parking demands. The TNC or ridesharing model, in which users can request rides through their smartphones, provides on-demand transportation in personal vehicles with direct point-to-point trips. The use rather than ownership model of TNCs may over time substantially reduce the need for dedicated parking. In addition, on-demand transportation increases the need to promote accessible drop-off and pick-up areas. Recognizing 18 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 19 increased parking demand during special events, the following parking management strategies should be considered: • Drop-off and Pick-up areas: Provide convenient and accessible drop-off and pick-up areas to promote ridesharing and reduce parking demands. In addition, the Project applicant may consider providing short-term parking with time restrictions of 10-15 minutes to provide staging areas for ridesharing vehicles. • Off-site Employee Parking: To maximize the available on-site parking supply, employees should park off-site. According to the parking ratios published by ULI, employees can account for approximately 25% of the available parking supply. Providing off-site parking facilities with convenient shuttle service to bring employees to and from an off-site facility during special events can substantially increase the available of on-site parking supply. • Valet Parking: Implementation of valet parking during special events can substantially increase the available on-site parking capacity. In addition, valet parking will also provide for convenient accessible parking special events. 19 20 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 21 2 METHODOLOGIES This section documents the methodologies and assumptions used to perform this traffic assessment. 2.1 LEVEL OF SERVICE Traffic operations of roadway facilities are described using the term "Level of Service" (LOS). LOS is a qualitative description of traffic flow based on several factors such as speed, travel time, delay, and freedom to maneuver. Six levels are typically defined ranging from LOS A, representing completely free-flow conditions, to LOS F, representing breakdown in flow resulting in stop-and-go conditions. LOS E represents operations at or near capacity, an unstable level where vehicles are operating with the minimum spacing for maintaining uniform flow. 2.2 INTERSECTION CAPACITY ANALYSIS The definitions of LOS for interrupted traffic flow (flow restrained by the existence of traffic signals and other traffic control devices) differ slightly depending on the type of traffic control. The LOS is typically dependent on the quality of traffic flow at the intersections along a roadway. The Highway Capacity Manual (HCM) methodology expresses the LOS at an intersection in terms of delay time for the various intersection approaches. (4) The HCM uses different procedures depending on the type of intersection control. 2.2.1 SIGNALIZED INTERSECTIONS City of Palm Desert, County of Riverside, City of Rancho Mirage The City of Palm Desert, City of Rancho Mirage, and the County of Riverside require signalized intersection operations analysis based on the methodology described in the HCM 6th Edition (4). Intersection LOS operations are based on an intersection’s average control delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. For signalized intersections LOS is directly related to the average control delay per vehicle and is correlated to a LOS designation as described in Table 2-1. California Department of Transportation (Caltrans) Per the Caltrans Guide for the Preparation of Traffic Impact Studies, the traffic modeling and signal timing optimization software package Synchro (Version 10) has been utilized to analyze signalized intersections under Caltrans’ jurisdiction, which include interchange to arterial ramps (i.e. I-10 Freeway ramps at Cook Street). (5) Synchro is a macroscopic traffic software program that is based on the signalized intersection capacity analysis as specified in the HCM. Macroscopic level models represent traffic in terms of aggregate measures for each movement at the study intersections. 21 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 22 TABLE 2-1: SIGNALIZED INTERSECTION DESCRIPTION OF LOS Description Average Control Delay (Seconds), V/C ≤ 1.0 Level of Service, V/C ≤ 1.0 Level of Service, V/C > 1.0 Operations with very low delay occurring with favorable progression and/or short cycle length. 0 to 10.00 A F Operations with low delay occurring with good progression and/or short cycle lengths. 10.01 to 20.00 B F Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear. 20.01 to 35.00 C F Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable. 35.01 to 55.00 D F Operations with high delay values indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences. This is considered to be the limit of acceptable delay. 55.01 to 80.00 E F Operation with delays unacceptable to most drivers occurring due to over saturation, poor progression, or very long cycle lengths 80.01 and up F F Source: HCM 6th Edition Equations are used to determine measures of effectiveness such as delay and queue length. The level of service and capacity analysis performed by Synchro takes into consideration optimization and coordination of signalized intersections within a network. Signal timing for the freeway arterial-to-ramp intersections have been obtained from Caltrans District 8 and were utilized for the purposes of this analysis. All signalized study area intersections within the County of Riverside, City of Rancho Mirage, and City of Palm Desert have also utilized the Synchro software. The peak hour traffic volumes have been adjusted using a peak hour factor (PHF) to reflect peak 15 minute volumes. Common practice for LOS analysis is to use a peak 15-minute rate of flow. However, flow rates are typically expressed in vehicles per hour. The PHF is the relationship between the peak 15-minute flow rate and the full hourly volume (e.g. PHF = [Hourly Volume] / [4 x Peak 15-minute Flow Rate]). The use of a 15-minute PHF produces a more detailed analysis as compared to analyzing vehicles per hour. Existing PHFs have been used for all analysis scenarios. Per Chapter 4 of the HCM 6th Edition, PHF values over 0.95 often are indicative of high traffic volumes with capacity constraints on peak hour flows while lower PHF values are indicative of greater variability of flow during the peak hour. (7) 22 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 23 2.2.2 UNSIGNALIZED INTERSECTIONS The City of Palm Desert, the City of Rancho Mirage, and City of Palm Desert require the operations of unsignalized intersections be evaluated using the methodology described in the HCM 6th Edition. (4) The LOS rating is based on the weighted average control delay expressed in seconds per vehicle (see Table 2-2). TABLE 2-2: UNSIGNALIZED INTERSECTION DESCRIPTION OF LOS Description Average Control Delay Per Vehicle (Seconds) Level of Service, V/C ≤ 1.0 Level of Service, V/C > 1.0 Little or no delays. 0 to 10.00 A F Short traffic delays. 10.01 to 15.00 B F Average traffic delays. 15.01 to 25.00 C F Long traffic delays. 25.01 to 35.00 D F Very long traffic delays. 35.01 to 50.00 E F Extreme traffic delays with intersection capacity exceeded. > 50.00 F F Source: HCM 2010, Chapter 19 and Chapter 20 At two-way or side-street stop-controlled intersections, LOS is calculated for each controlled movement and for the left turn movement from the major street, as well as for the intersection as a whole. For approaches composed of a single lane, the delay is computed as the average of all movements in that lane. For all-way stop controlled intersections, LOS is computed for the intersection as a whole. 2.3 FREEWAY OFF-RAMP QUEUING ANALYSIS The study area for this TIA includes the freeway-to-arterial interchanges of the I-10 Freeway at Cook Street. Consistent with Caltrans requirements, the queuing of vehicles based on the 95th percentile peak hour traffic flows have been assessed at the off-ramps to determine potential queuing issues at the freeway ramp intersections on Cook Street. Specifically, the queuing analysis is utilized to identify any potential queuing and “spill back” onto the I-10 Freeway mainline from the off-ramps. The traffic progression analysis tool and HCM intersection analysis program, Synchro, has been used to assess the potential issues/needs of the intersections with traffic added from the proposed Project. Storage (turn-pocket) length recommendations at the ramps have been based upon the 95th percentile queue resulting from the Synchro progression analysis. The 95th percentile queue is the maximum back of queue with 95th percentile traffic volumes. The queue length reported is for the lane with the highest queue in the lane group. A footnote on the Synchro outputs indicates if the 95th percentile cycle exceeds capacity. Traffic is simulated for two complete cycles of the 95th percentile traffic in Synchro in order to account for the effects of spillover between cycles. In practice, the 95th percentile queue shown will rarely 23 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 24 be exceeded and the queues shown with the footnote are acceptable for the design of storage bays. A vehicle is considered queued whenever it is traveling at less than 10 feet/second. A vehicle will only become queued when it is either at the stop bar or behind another queued vehicle. Although only the 95th percentile queue has been reported in the tables, the 50th percentile queue can be found in the appendix alongside the 95th percentile queue for each ramp location. The 50th percentile maximum queue is the maximum back of queue on a typical cycle during the peak hour, while the 95th percentile queue is the maximum back of queue with 95th percentile traffic volumes during the peak hour. In other words, if traffic were observed for 100 cycles, the 95th percentile queue would be the queue experienced with the 95th busiest cycle (or 5% of the time). The 50th percentile or average queue represents the typical queue length for peak hour traffic conditions, while the 95th percentile queue is derived from the average queue plus 1.65 standard deviations. The 95th percentile queue is not necessarily ever observed; it is simply based on statistical calculations. 2.4 TRAFFIC SIGNAL WARRANT ANALYSIS METHODOLOGY The term "signal warrants" refers to the list of established criteria used by Caltrans and other public agencies to quantitatively justify or ascertain the potential need for installation of a traffic signal at an otherwise unsignalized intersection. This TIA uses the signal warrant criteria presented in the latest edition of the Caltrans California Manual on Uniform Traffic Control Devices (CA MUTCD), for all study area intersections. (6) The signal warrant criteria for Existing conditions are based upon several factors, including volume of vehicular and pedestrian traffic, frequency of accidents, and location of school areas. The CAMUTCD indicates that the installation of a traffic signal should be considered if one or more of the signal warrants are met. (6) Specifically, this TIA utilizes the Peak Hour Volume- based Warrant 3 as the appropriate representative traffic signal warrant analysis for existing study area intersections for all analysis scenarios. Warrant 3 is appropriate to use for this TIA because it provides specialized warrant criteria for intersections with rural characteristics (e.g. located in communities with populations of less than 10,000 persons or with adjacent major streets operating above 40 miles per hour). For the purposes of this study, the speed limit was the basis for determining whether Urban or Rural warrants were used for a given intersection. Future intersections that do not currently exist have been assessed regarding the potential need for new traffic signals based on future average daily traffic (ADT) volumes, using the Caltrans planning level ADT-based signal warrant analysis worksheets. 24 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 25 Traffic signal warrant analyses were performed for all of the following unsignalized study area intersections (see Table 2-3): TABLE 2-3: UNSIGNALIZED INTERSECTION LOCATIONS ID Intersection Location 8 Cook Street & Market Place Drive The Existing conditions traffic signal warrant analysis is presented in the subsequent section, Section 3 Existing Conditions of this report. The traffic signal warrant analysis for future conditions is presented Section 5 E+P Traffic Analysis, Section 6 EAP (2022, Typical Operation) Traffic Analysis, Section 7 EAP (2022, Special Event) Traffic Analysis, Section 8 EAP (2022, Typical Operation) Traffic Analysis, and Section 9 EAPC (2022, Special Event) Traffic Analysis, of this report. It is important to note that a signal warrant defines the minimum condition under which the installation of a traffic signal might be warranted. Meeting this condition does not require that a traffic control signal be installed at a particular location, but rather, that other traffic factors and conditions be evaluated in order to determine whether the signal is truly justified. It should also be noted that signal warrants do not necessarily correlate with LOS. An intersection may satisfy a signal warrant condition and operate at or above acceptable LOS or operate below acceptable LOS and not meet a signal warrant. 2.5 FREEWAY MAINLINE SEGMENT ANALYSIS The freeway system in the study area has been broken into segments defined by the freeway-to- arterial interchange locations. The freeway segments have been evaluated in this TIA based upon peak hour directional volumes. The freeway segment analysis is based on the methodology described in the HCM and performed using Highway Capacity Software (HCS) 7 software. The performance measure preferred by Caltrans to calculate LOS is density. Density is expressed in terms of passenger cars per mile per lane. Table 2-4 illustrates the freeway segment LOS descriptions for each density range utilized for this analysis. 25 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 26 TABLE 2-4: DESCRIPTION OF FREEWAY MAINLINE LOS Level of Service Description Density Range (pc/mi/ln)1 A Free-flow operations in which vehicles are relatively unimpeded in their ability to maneuver within the traffic stream. Effects of incidents are easily absorbed. 0.0 – 11.0 B Relative free-flow operations in which vehicle maneuvers within the traffic stream are slightly restricted. Effects of minor incidents are easily absorbed. 11.1 – 18.0 C Travel is still at relative free-flow speeds, but freedom to maneuver within the traffic stream is noticeably restricted. Minor incidents may be absorbed, but local deterioration in service will be substantial. Queues begin to form behind significant blockages. 18.1 – 26.0 D Speeds begin to decline slightly and flows and densities begin to increase more quickly. Freedom to maneuver is noticeably limited. Minor incidents can be expected to create queuing as the traffic stream has little space to absorb disruptions. 26.1 – 35.0 E Operation at capacity. Vehicles are closely spaced with little room to maneuver. Any disruption in the traffic stream can establish a disruption wave that propagates throughout the upstream traffic flow. Any incident can be expected to produce a serious disruption in traffic flow and extensive queuing. 35.1 – 45.0 F Breakdown in vehicle flow. >45.0 1 pc/mi/ln = passenger cars per mile per lane. Source: HCM 6th Edition The number of lanes for existing baseline conditions has been obtained from field observations conducted by Urban Crossroads in January 2019. These existing freeway geometrics have been utilized for all analysis scenarios. The I-10 Freeway mainline volume data was obtained from the Caltrans Performance Measurement System (PeMS) website for the segments of the I-10 Freeway interchange at Cook Street. The data was obtained from January 2019. In an effort to conduct a conservative analysis, the maximum value observed within the three-day period was utilized for the weekday evening and weekend (PM) peak hours. In addition, truck traffic, represented as a percentage of total traffic, has been utilized for the purposes of this analysis in an effort to not overstate traffic volumes and peak hour deficiencies. As such, actual vehicles (as opposed to passenger -car- equivalent volumes) have been utilized for the purposes of the basic freeway segment analysis. (7) 2.6 FREEWAY MERGE/DIVERGE RAMP JUNCTION ANALYSIS The freeway system in the study area has been broken into segments defined by freeway-to- arterial interchange locations resulting in two existing on and off ramp locations. Although the HCM indicates the influence area for a merge/diverge junction is 1,500 feet, the analysis presented in this traffic study has been performed at the Cook Street ramp locations with respect to the nearest on or off ramp at each interchange in an effort to be consistent with Caltrans guidance/comments on other projects Urban Crossroads has worked on along the I-10 corridor. The merge/diverge analysis is based on the HCM Ramps and Ramp Junctions analysis method and performed using Highway Capacity Software (HCS) 7 software. The measure of effectiveness (reported in passenger car/mile/lane) are calculated based on the existing number of travel lanes, 26 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 27 number of lanes at the on and off ramps both at the analysis junction and at upstream and downstream locations (if applicable) and acceleration/deceleration lengths at each merge/diverge point. Table 2-5 presents the merge/diverge area level of service descriptions for each density range utilized for this analysis. TABLE 2-5: DESCRIPTION OF FREEWAY MERGE AND DIVERGE LOS Level of Service Density Range (pc/mi/ln)1 A ≤10.0 B 10.0 – 20.0 C 20.0 – 28.0 D 28.0 – 35.0 E >35.0 F Demand Exceeds Capacity 1 pc/mi/ln = passenger cars per mile per lane. Source: HCM 6th Edition The ramp data (per the count data presented in Appendix 3.1) were utilized to flow conserve the mainline volumes to determine the I-10 Freeway mainline volumes west of Cook Street. Flow conservation checks ensure that traffic flows from west of the I-10 to east of the I-10 with no unexplained loss of vehicles. Similar to the basic freeway segment analysis, actual vehicles (as opposed to passenger-car-equivalent volumes) have also been utilized for the purposes of the freeway ramp junction (merge/diverge) analysis. 2.7 MINIMUM LEVEL OF SERVICE (LOS) The definition of an intersection deficiency has been obtained from each of the applicable surrounding jurisdictions. 2.7.1 CITY OF PALM DESERT Per Goal 2, Policy 1, Program 1.A of the City of Palm Desert General Plan, the following LOS will be utilized for study area intersections located within the City: The City shall make good-faith efforts to achieve LOS C along roadway segments and for peak hour intersection operations. LOS D shall be acceptable in instances when physical constraints, land use compatibility or other urban design considerations make achieving LOS C impractical. 2.7.2 CITY OF RANCHO MIRAGE Per Goal 1, Policy 1 of the City of Rancho Mirage General Plan, the following LOS will be utilized for study area intersections located within the City: Require development to achieve a peak hour LOS D or better at intersections and roadway segments. 2.7.3 COUNTY OF RIVERSIDE Riverside County General Plan Policy C 2.1 states that the County will maintain the following County-wide target LOS: 27 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 28 The following minimum target levels of service have been designated for the review of development proposals in the unincorporated areas of Riverside County with respect to transportation impacts on roadways designated in the Riverside County Circulation Plan which are currently County maintained, or are intended to be accepted into the County maintained roadway system: •LOS C shall apply to all development proposals in any area of the Riverside County not located within the boundaries of an Area Plan, as well as those areas located within the following Area Plans: REMAP, Eastern Coachella Valley, Desert Center, Palo Verde Valley, and those non- Community Development areas of the Elsinore, Lake Mathews/Woodcrest, Mead Valley and Temescal Canyon Area Plans. •LOS D shall apply to all development proposals located within any of the following Area Plans: Eastvale, Jurupa, Highgrove, Reche Canyon/Badlands, Lakeview/Nuevo, Sun City/Menifee Valley, Harvest Valley/Winchester, Southwest Area, The Pass, San Jacinto Valley, Western Coachella Valley and those Community Development Areas of the Elsinore, Lake Mathews/Woodcrest, Mead Valley and Temescal Canyon Area Plans. •LOS E may be allowed by the Board of Supervisors within designated areas where transit-oriented development and walkable communities are proposed. Notwithstanding the forgoing minimum LOS targets, the Board of Supervisors may, on occasion by virtue of their discretionary powers, approve a project that fails to meet these LOS targets in order to balance congestion management considerations in relation to benefits, environmental impacts and costs, provided an Environmental Impact Report, or equivalent, has been completed to fully evaluate the impacts of such approval. Any such approval must incorporate all feasible mitigation measures, make specific findings to support the decision, and adopt a statement of overriding considerations. 2.7.4 CALTRANS Caltrans endeavors to maintain a target LOS at the transition between LOS C and LOS D on SHS facilities, however, Caltrans acknowledges that this may not always be feasible and recommends that the lead agency consult with Caltrans to determine the appropriate target LOS. Consistent with the City of Palm Desert minimum LOS of LOS D, LOS D will be used as the target LOS for both arterial-to-freeway ramps and freeway mainline segments and ramp junctions. 2.8 DEFICIENCY CRITERIA This section outlines the methodology used in this analysis related to identifying circulation system deficiencies. 2.8.1 INTERSECTIONS To determine whether the addition of project traffic at a study intersection would result in a deficiency, the following will be utilized: •A deficiency occurs at study area intersections if the pre-Project condition is at or better than LOS D (i.e., acceptable LOS), and the addition of project trips causes the peak hour LOS of the study area intersection to operate at unacceptable LOS (i.e., LOS E or F). Per the County of Riverside 28 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 29 traffic study guidelines, for intersections currently operating at unacceptable LOS (LOS E or F), a deficiency would occur if the Project contributes 50 or more peak hour trips to pre-project traffic conditions. 2.8.2 CALTRANS FACILITIES To determine whether the addition of project traffic to the SHS freeway segments would result in a deficiency, the following will be utilized: •The traffic study finds that the LOS of a segment will degrade from D or better to E or F. •The traffic study finds that the project will exacerbate an already deficient condition. A segment that is operating at or near capacity is deemed to be deficient. 2.9 PROJECT FAIR SHARE CALCULATION METHODOLOGY In cases where this TIA identifies that the Project would contribute additional traffic volumes to cumulative traffic deficiencies, Project fair share costs of improvements necessary to address deficiencies have been identified. The Project’s fair share cost of improvements is determined based on the following equation, which is the ratio of Project traffic to total future traffic: Project Fair Share % = Project Traffic / (EAPC Total Traffic) The Project fair share contribution calculations are presented in Section 1.7 Local and Regional Funding Mechanisms of this TIA. 29 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 30 This Page Intentionally Left Blank 30 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 31 3 EXISTING CONDITIONS This section provides a summary of the existing circulation network, the City of Palm Desert General Plan Circulation Network, and a review of existing peak hour intersection operations, freeway mainline operations, and traffic signal warrant analyses. 3.1 EXISTING CIRCULATION NETWORK Pursuant to the agreement with City of Palm Desert staff (Appendix 1.1), the study area includes a total of 12 existing and future intersections as shown on Exhibit 1-2. Exhibit 3-1 illustrates the study area intersections located near the proposed Project and identifies the number of through traffic lanes for existing roadways and intersection traffic controls. 3.2 CITY OF PALM DESERT GENERAL PLAN CIRCULATION ELEMENT Exhibit 3-2 shows the adopted City of Palm Desert General Plan Circulation Element, and Exhibit 3-3 illustrates the adopted City of Palm Desert General Plan roadway cross-sections. 3.3 CITY OF RANCHO MIRAGE GENERAL PLAN CIRCULATION ELEMENT Exhibit 3-4 shows the City of Rancho Mirage General Plan Circulation Element, and Exhibit 3-5 illustrates the City of Rancho Mirage General Plan roadway cross-sections. 3.4 COUNTY OF RIVERSIDE GENERAL PLAN CIRCULATION ELEMENT Exhibit 3-6 shows the County of Riverside General Plan Circulation Element, and Exhibit 3-7 illustrates the County of Riverside General Plan roadway cross-sections. 31 32 33 34 35 36 37 38 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 39 3.5 TRANSIT SERVICE The study area is currently served by the Sunline with bus services along Monterey Avenue, Country Club Drive, and Cook Street via Route 20, Route 21, Route 32, and Route 220. The transit services are illustrated on Exhibit 3-8. There appears to be existing transit routes that could potentially serve the Project. Transit service is reviewed and updated by Sunline periodically to address ridership, budget and community demand needs. Changes in land use can affect these periodic adjustments which may lead to either enhanced or reduced service where appropriate. 3.6 PEDESTRIAN AND BICYCLE FACILITIES Exhibit 3-9 illustrates the County of Riverside trails and bikeway system for the Western Coachella Valley area. As shown on Exhibit 3-9, there are no proposed paths within the study area. Field observations conducted in January 2019 indicate nominal pedestrian and bicycle activity within the study area. Existing pedestrian facilities currently exist throughout the study area and along Desert Willow Drive and Market Place Drive within the City of Palm Desert. The existing pedestrian facilities within the study area are shown on Exhibit 3-10. 3.7 EXISTING TRAFFIC VOLUMES The intersection LOS analysis is based on the traffic volumes observed during the peak hour conditions using traffic count data collected in January 2019. The following peak hours were selected for analysis: • Weekday PM Peak Hour (peak hour between 3:00 PM and 7:00 PM) • Weekday Saturday Peak Hour (peak hour between 10:00 AM and 2:00 PM) The raw manual peak hour turning movement traffic count data sheets are included in Appendix 3.1. Manual weekday PM and weekend peak hour turning movement counts were conducted in January 2019. The weekday PM and weekend peak hour count data is representative of typical peak hour traffic conditions in the study area. There were no observations made in the field that would indicate atypical traffic conditions on the count dates, such as construction activity that would prevent or limit roadway access and detour routes. These raw turning volumes have been flow conserved between intersections with limited access, no access and where there are currently no uses generating traffic. 39 40 41 42 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 43 Existing weekday average daily traffic (ADT) volumes on arterial highways throughout the study area are shown on Exhibit 3-11. Existing ADT volumes are based upon factored intersection peak hour counts collected by Urban Crossroads, Inc. using the following formula for each intersection leg: Weekday PM Peak Hour (Approach Volume + Exit Volume) x 11.56 = Leg Volume For those roadway segments which have 24-hour tube count data available in close proximity to the study area, a comparison between the PM peak hour and daily traffic volumes indicated that the peak-to-daily relationship of approximately 8.65 percent would sufficiently estimate ADT volumes for planning-level analyses. As such, the above equation utilizing a factor of 11.56 estimates the ADT volumes on the study area roadway segments assuming a peak-to-daily relationship of approximately 8.65 percent (i.e., 1/0.0865 = 11.56). Existing weekday PM and weekend peak hour intersection volumes are also shown on Exhibit 3-11. 3.8 EXISTING CONDITIONS INTERSECTION OPERATIONS ANALYSIS Existing peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2.2 Intersection Capacity Analysis of this report. The intersection operations analysis results are summarized in Table 3-1 which indicates that the following existing study area intersection is currently operating at an unacceptable LOS during one or more of the peak hours: • Cook Street & Market Place Drive (#8) – LOS F PM peak hour only Consistent with Table 3-1, a summary of the peak hour intersection LOS for Existing conditions are shown on Exhibit 3-12. The intersection operations analysis worksheets are included in Appendix 3.2 of this TIA. 3.9 EXISTING CONDITIONS TRAFFIC SIGNAL WARRANTS ANALYSIS Traffic signal warrants for Existing traffic conditions are based on existing peak hour intersection turning volumes. For Existing (2019) traffic conditions, the following existing study area intersection appears to currently warrant a traffic signal based on peak hour traffic flows (see Appendix 3.3): • Cook Street & Market Place Drive (#8) 43 44 45 Table 3‐1 Delay2 Level of Traffic Northbound Southbound Eastbound Westbound (secs.) Service # Intersection Control3 L T R L T R L T R L T R PM SAT PM SAT 1 Monterey Av. & Country Club Dr. TS 2 3 1 2 3 1 2 3 1>> 2 3 1>>32.3 25.7 C C 2 Portola Av. & Country Club Dr. TS 1 2 1 1 2 0 1 2 1 1 2 1 39.0 29.8 D C 3 Desert Willow Dr. & Country Club Dr. TS 1 1 0 2 1 1 2 2 1 1 2 1 18.7 19.4 B B 4 Cook St. & I‐10 WB Ramps TS 0 2 1>>0 3 0 0 0 0 0 1 1 38.0 29.3 D C 5 Cook St. & I‐10 EB Ramps TS 0 3 0 1 3 0 1 1 1 0 0 0 13.0 12.7 B B 6 Cook St. & Gerald Ford Dr. TS 2 3 1 2 3 1 2 2 1>> 2 2 1 28.1 23.2 C C 7 Cook St. & Frank Sinatra Dr. TS 2 2 0 2 3 1 2 2 1 2 2 1 27.9 20.4 C C 8 Cook St. & Market Place Dr. CSS 1 2 0 0 2 1 1 0 1 0 0 0 81.9 26.6 F D 9 Cook St. & Country Club Dr. TS 2 2 1 2 2 1 2 2 1 2 2 1 35.9 29.2 D C 10 Cook St. & Hovley Ln. TS 2 2 1 2 2 1 2 2 0 2 2 1 30.2 22.7 C C 11 Eldorado Dr. & Country Club Dr. TS 1 2 1 1 2 1 1 2 1 1 2 1 18.4 16.6 B B 12 Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. TS 1 2 0 1 2 0 1 2 0 1 2 1 17.8 14.3 B B *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 3 CSS = Cross‐street Stop; TS = Traffic Signal       L  =  Left;  T  =  Through;  R  =  Right;  > = Right Turn Overlap;  >> = Free‐Right Turn Lane;  d= Defacto Right Turn Lane Intersection Analysis for Existing (2019) Conditions Intersection Approach Lanes1  When a right turn is designated, the lane can either be striped or unstriped.  To function as a right turn lane there must be sufficient width for right turning vehicles to travel  outside the through lanes. Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control.  For  intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. 46 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 47 3.10 EXISTING CONDITIONS OFF-RAMP QUEUING ANALYSIS A queuing analysis was performed for westbound and eastbound off-ramps at the I-10 Freeway at Cook Street interchange to assess vehicle queues for the off ramps that may potentially impact peak hour operations at the ramp-to-arterial intersections and may potentially “spill back” onto the I-10 Freeway mainline. Queuing analysis findings are presented in Table 3-2. It is important to note that off-ramp lengths are consistent with the measured distance between the intersection and the freeway mainline. As shown on Table 3-2, there are no existing queuing issues. Worksheets for Existing conditions off-ramp queuing analysis are provided in Appendix 3.4. 3.11 EXISTING CONDITIONS BASIC FREEWAY SEGMENT ANALYSIS Existing mainline directional volumes for the weekday PM and weekend peak hours are provided on Exhibit 3-12. As shown on Table 3-3, I-10 Freeway segments analyzed for this study are currently operating at an acceptable LOS (i.e., LOS D or better) during the peak hours. Existing basic freeway segment analysis worksheets are provided in Appendix 3.5. 3.12 EXISTING CONDITIONS FREEWAY MERGE/DIVERGE ANALYSIS Ramp merge and diverge operations were also evaluated for Existing conditions and the results of this analysis are presented in Table 3-4. As shown in Table 3-4, the I-10 Freeway ramp merge and diverge areas at Cook Street are currently operating at LOS D or better (i.e., acceptable LOS). Existing freeway ramp junction operations analysis worksheets are provided in Appendix 3.5. 3.13 RECOMMENDED IMPROVEMENTS Improvement strategies have been recommended for those intersections identified as deficient under Existing (2019) traffic conditions. The recommended improvements would improve each location’s peak hour delay and achieve acceptable LOS standards. The effectiveness of the proposed recommended improvements is presented in Table 3-5 for Existing (2019) traffic conditions and described below: Recommended Improvement – Cook Street & Market Place Drive (#8) • Install a traffic signal The intersection of Cook Street and Market Place Drive is currently less than ¼ mile away from the adjacent signalized intersection of Cook Street and Country Club Drive. Although the minimum traffic signal spacing is typically ¼ mile between adjacent intersections, a traffic signal is required to improve the intersection to acceptable LOS. It is recommended that the signal timing is coordinated between the two intersections. The intersection operations analysis worksheets for Existing(2019) traffic conditions, with improvements, is included in Appendix 3.6. 47 Table 3‐2 Available Stacking Intersection Movement Distance (Feet) PM SAT Cook St. / I‐10 WB Ramps WBL/1,650 331 271 Yes Yes WBR 250 19 15 Yes Yes Cook St. / I‐10 EB Ramps EBL 1,250 78 51 Yes Yes EBT/R 1,250 80 75 Yes Yes EBR 450 77 74 Yes Yes 2  Maximum queue length for the approach reported. Peak Hour Freeway Off‐Ramp Queuing Summary for Existing (2019) Conditions 95th Percentile Queue (Feet)2 Acceptable? 1 PM Peak Hour SAT Peak Hour 1 Stacking Distance is acceptable if the required stacking distance is less than or equal to the stacking distance provided. An additional 15 feet of stacking which is assumed to be provided in the transition for turn pockets is reflected in the stacking distance shown on this table, where applicable. 48 Table 3‐3 Truck  % Truck  % Lanes2 PM SAT PM SAT PM SAT PM SAT West of Cook St. 3 2,725 2,162 5% 4% 14.8 11.6 B B East of Cook St. 3 2,515 2,144 4% 4% 13.5 11.5 B B West of Cook St. 3 3,182 2,639 5% 5% 13.0 10.8 B B East of Cook St. 3 3,434 2,470 4% 4% 18.5 13.3 B B 4 LOS = Level of Service Basic Freeway Segment Analysis for Existing (2019) Conditions Fr e e w a y Di r e c t i o n 1 Mainline Segment Volume Density3 LOS4  I ‐ 1 0    W B    E B   2 Number of lanes are in the specified direction and is based on existing conditions. 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). 1 EB = Eastbound; WB = Westbound 49 Table 3‐4 Density3 LOS4 Density3 LOS4 Cook St. On‐Ramp 4 11.8 B 9.2 A Cook St. Loop On‐Ramp 3 8.2 A 7.3 A Cook St. Off‐Ramp 3 15.9 B 13.5 B Cook St. Off‐Ramp 3 19.8 B 16.4 B Cook St. On‐Ramp 3 21.0 C 14.4 B 2 Number of lanes are in the specified direction and is based on existing conditions. 4 LOS = Level of Service 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). I‐ 1 0 WB  E B   Freeway Ramp Junction Merge/Diverge Analysis for Existing (2019) Conditions Fr e e w a y Di r e c t i o n 1 Ramp or Segment Lanes on  Freeway2 PM Peak Hour SAT Peak Hour 1 EB = Eastbound; WB = Westbound 50 51 Table 3‐5 Delay2 Level of Traffic Northbound Southbound Eastbound Westbound (secs.) Service # Intersection Control3 L T R L T R L T R L T R PM SAT PM SAT 8 Cook St. & Market Place Dr. CSS 1 2 0 0 2 1 1 0 1 0 0 0 81.9 26.6 F D TS 1 2 0 0 2 1 1 0 1 0 0 0 4.7 5.0 A A *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 3 CSS = Cross‐street Stop; TS = Traffic Signal; TS = Improvement  L  =  Left;  T  =  Through;  R  =  Right; 1 = Improvement Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or  all way stop control.  For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements  sharing a single lane) are shown. Intersection Analysis for Existing (2019) Conditions With Improvements Intersection Approach Lanes1 ‐ Without Improvements ‐ With Improvements  When a right turn is designated, the lane can either be striped or unstriped.  To function as a right turn lane there must be sufficient width for right  turning vehicles to travel outside the through lanes. 52 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 53 4 PROJECTED FUTURE TRAFFIC This section presents the traffic volumes estimated to be generated by the Project, as well as the Project’s trip assignment onto the study area roadway network. It is our understanding that the Project is to consist of a 6.0-acre surf lagoon with restaurant, café, bar, two hotels with a maximum of 350 rooms and a maximum of 88 villas. The Project consists of two planning areas: The Surf Lagoon Planning Area and the Hotels and Villas Planning Area. The Surf Lagoon Planning Area will be developed in Phase 1 and the Hotels and Villas Planning Area will be developed at a later date. For the purposes of this analysis, it is assumed that the Project will be constructed within a single phase of development with a projected Opening Year of 2022. Access to the Project site will be provided via the following roadways: • Desert Willow Drive on Country Club Drive (full access) • Market Place Drive on Cook Street (full access) Regional access to the project site is provided via the I-10 Freeway via Cook Street. 4.1 PROJECT TRIP GENERATION Trip generation represents the amount of traffic which is both attracted to and produced by a development. Determining traffic generation for a specific project is therefore based upon forecasting the amount of traffic that is expected to be both attracted to and produced by the specific land uses being proposed for a given development. Trip generation rates used to estimate Project traffic and a summary of the Project’s trip generation are shown in Table 4-1. The trip generation rates are based upon data collected by the Institute of Transportation Engineers (ITE) for Resort Hotel (ITE Land Use Code 330), Shopping Center (ITE Land Use Code 820), and High-Turnover (Sit-Down) Restaurant (ITE Land Use Code 932) land uses in their published Trip Generation Manual, 10th Edition, 2017. (2) The ITE Trip Generation Manual does not provide trip generation rates for a surf lagoon since the use is very specific. As such, vehicle trips are calculated based on estimated number of guests during normal operations and a vehicle occupancy of 2.4. As shown on Table 4-1, the proposed Project is anticipated to generate a net total of 5,496 trip- ends per day on a typical weekday with 304 vehicles per hour (VPH) during the weekday PM peak hour and 448 VPH during the weekend peak hour. The trip generation estimate during special event has been calculated based on estimated 3,500 guests per day and approximately 25% of the guests arriving or departing during the peak hour. As shown on Table 4-2, the proposed Project (Weekend Special Event) is anticipated to generate a net total of 7,288 trip-ends per day on a weekend during a special event with 761 vehicles per hour (VPH) during the arrival and departure peak hour. 53 Table 4‐1 ITE Weekday Land Use Code Units2 In Out Total In Out Total Daily Resort Hotel3 330 Rooms 0.18 0.23 0.41 0.40 0.32 0.72 8.36 Surf Lagoon4 Shopping Center 820 TSF 1.83 1.98 3.81 2.34 2.16 4.50 37.75 High‐Turnover (Sit‐Down) Restaurant 932 TSF 6.06 3.71 9.77 5.71 5.48 11.19 112.18 Weekday Land Use In Out Total In Out Total Daily Hotel/Villas 438          Rooms 79        101     180       175       140       315      3,662         Surf Lagoon4 1,350       Guests 31        31       62          31          31         62        1,126         Retail 4.000       TSF 7          8         15          9            9           18        152            ‐4         ‐4        ‐8          ‐5          ‐5          ‐10       ‐76             3         4        7           4           4          8         76              Restaurant/Café/Bar5 11.250     TSF 68        42       110       64          62         126      1,264         ‐34       ‐21      ‐55        ‐32        ‐31       ‐63       ‐632           34       21      55         32         31        63       632            147      157     304       242       206      448      5,496         1  Source:  ITE (Institute of Transportation Engineers) Trip Generation, 10th Edition, 2017. 2  TSF = Thousand Square Feet 3  No weekend or weekday daily data available for ITE Land Use 330.  As such, weekday daily and Saturday data for Hotel (ITE Land Use 310) has been utilized. 4  Vehicle trips are calculated based on estimated number of guests during normal operations and vehicle occupancy of 2.4. 5  Trips have been calculated based on rates for LUC 932 ‐ High‐Turnover (Sit‐Down) Restaurant. 6  Internal capture reductions reduction of 50% has been applied as a significant portion of the patrons would be internal to the resort. TOTAL Retail Subtotal Restaurant/Café/Bar Subtotal Internal Trip Reduction6 Project Trip Generation Rates1 Project Trip Generation Summary Quantity Weekday Weekend Peak HourPM Peak Hour N/A Internal Trip Reduction6 Project Trip Generation Summary ‐ Typical Operation Weekday Weekend  Peak Hour3PM Peak Hour 54 Table 4‐2 ITE Weekend Land Use Code Units2 In Out Total In Out Total Daily Resort Hotel3 330 Rooms 0.40 0.32 0.72 0.40 0.32 0.72 8.19 Surf Lagoon4 Shopping Center 820 TSF 2.34 2.16 4.50 2.34 2.16 4.50 46.12 High‐Turnover (Sit‐Down) Restaurant 932 TSF 5.71 5.48 11.19 5.71 5.48 11.19 122.40 Weekend Land Use In Out Total In Out Total Daily Hotel/Villas 438          Rooms 175 140 315 175 140 315 3,588 Surf Lagoon4 3,500       Guests 365 10 375 10 365 375 2,918 Retail 4.000       TSF 9 9 18 9 9 18 184 ‐5 ‐5 ‐10 ‐5 ‐5 ‐10 ‐92 4 4 8 4 4 8 92 Restaurant/Café/Bar5 11.250     TSF 64 62 126 64 62 126 1,380 ‐32 ‐31 ‐63 ‐32 ‐31 ‐63 ‐690 32 31 63 32 31 63 690 576 185 761 221 540 761 7,288 1  Source:  ITE (Institute of Transportation Engineers) Trip Generation, 10th Edition, 2017. 2  TSF = Thousand Square Feet 3  No weekend data available for ITE Land Use 330.  As such, weekday daily and Saturday data for Hotel (ITE Land Use 310) has been utilized. 4  Vehicle trips are calculated based on estimated number of guests during special events and vehicle occupancy of 2.4. 5  Trips have been calculated based on rates for LUC 932 ‐ High‐Turnover (Sit‐Down) Restaurant. 6  Internal capture reductions reduction of 50% has been applied as a significant portion of the patrons would be internal to the resort. Project Trip Generation Summary ‐ Weekend Special Event Departure  Peak Hour3 Project Trip Generation Rates1 Arrival Peak Hour3 N/A Departure  Peak Hour3 Quantity Arrival  Peak Hour3 Project Trip Generation Summary Internal Trip Reduction6 Restaurant/Café/Bar Subtotal TOTAL Internal Trip Reduction6 Retail Subtotal 55 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 56 4.2 PROJECT TRIP DISTRIBUTION The trip distribution patterns for the typical operation and special event components of the proposed Project are graphically depicted on Exhibits 4-1 and 4-2, respectively. The trip distributions have been developed based on past work experience in the vicinity of the Project site and refined to reflect the roadway network and the surrounding uses in the vicinity of the proposed Project as they exist today. 4.3 MODAL SPLIT Although the use of public transit, walking, and/or bicycling have the potential to reduce Project- related traffic, such reductions have not been taken into considerations in this traffic study in order to provide a conservative analysis of the Project’s potential to contribute to circulation system deficiencies. 4.4 TRIP ASSIGNMENT The assignment of traffic from the Project area to the adjoining roadway system is based upon the Project trip generation, trip distribution, and the arterial highway and local street system improvements that would be in place by the time of initial occupancy of the Project. Based on the identified Project traffic generation and trip distribution patterns, Project (Typical Operation) weekday ADT, weekday PM peak hour, and weekend Saturday peak hour intersection turning movement volumes are shown on Exhibit 4-3. Project (Special Event) weekend Saturday arrival and departure peak hour intersection turning movement volumes are shown on Exhibit 4-4. 56 57 58 59 60 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 61 4.5 CUMULATIVE GROWTH TRAFFIC 4.5.1 AMBIENT GROWTH RATE Future year traffic forecasts have been based upon background (ambient) growth at 6.12 percent (2 percent per year over 3 years) for EAP and EAPC traffic conditions. The ambient growth factor is intended to approximate regional traffic growth. This ambient growth rate is added to existing traffic volumes to account for area-wide growth not reflected by cumulative development projects. Ambient growth has been added to daily and peak hour traffic volumes on surrounding roadways, in addition to traffic generated by the development of future projects that have been approved but not yet built and/or for which development applications have been filed and are under consideration by governing agencies, for EAPC traffic conditions. 4.5.2 CUMULATIVE DEVELOPMENT TRAFFIC California Environmental Quality Act (CEQA) guidelines require that other reasonably foreseeable development projects which are either approved or being processed concurrently in the study area also be included as part of a cumulative analysis scenario. A cumulative project list was developed for the purposes of this analysis through consultation with planning and engineering staff from the City of Palm Desert. Exhibit 4-5 illustrates the cumulative development location map. A summary of cumulative development projects and their proposed land uses are shown on Table 4-3. If applicable, the traffic generated by individual cumulative projects was manually added to the Opening Year Cumulative forecasts to ensure that traffic generated by the listed cumulative development projects in Table 4-3 are reflected as part of the background traffic. 4.5.3 NEAR-TERM TRAFFIC FORECASTS The “buildup” approach combines existing traffic counts with a background ambient growth factor to forecast EAP (2022) and EAPC (2022) traffic conditions. An ambient growth factor of 2% per year accounts for background (area-wide) traffic increases that occur over time up to the year 2022 from the year 2019 (compounded 2% per year growth over a 3-year period). Project traffic is added to assess both forecast EAP (2022) and EAPC (2022) traffic conditions. Traffic volumes generated by cumulative development projects are not included in the EAP (2022) traffic conditions. 61 62 Table 4‐3 Page 1 of 3 Office 62.000 TSF Retail 18.000 TSF Bank 4.500 TSF Restaurant 16.000 TSF PD2 Candlewood Suites Hotel 88 RM PD3 Delio Office Building Commercial/Industrial 17.600 TSF PD4 Jensen's Retail 76.195 TSF PD5 Larkspur Hotel Hotel 106 RM PD6 Gardens on El Paso Retail 27.000 TSF Hotel 82 RM Condo 59 DU PD8 Fairfield Inn & Suites Marriott Hotel Hotel 108 RM PD9 Hope Lutheran Church Church 11.000 TSF SFDR 166 DU Multi‐Family 612 DU Commercial 551.0 TSF Hotel 250 RM PD11 Scotelle Office Building Commercial 10.732 TSF SFDR 773 DU Multi‐Family 336 DU Congregate Care 161 DU Assisted Living 150 DU SFDR 288 DU Multi‐Family 182 DU PD14 Dolce SFDR 159 DU PD15 Spanish Walk Apartments Multi‐Family 150 DU PD16 Catavina SFDR 159 DU PD17 Falling Waters SFDR 159 DU PD18 Canterra Apartments Apartments 306 DU PD19 TPM36502 SFDR 3 DU PD20 Canyon View Estates SFDR 2 DU SFDR 111 DU Multi‐Family 114 DU PD22 TTM36816 Condo/Townhouse 4 DU PD23 TPM36838 SFDR 3 DU PD24 Carlos Ortega Villas Multi‐Family 73 DU Multi‐Family 384 DU Commercial 120.000 TSF Multi‐Family 1,339 DU Commercial 20.000 TSF Storage 250.000 TSF PD27 Wolff Cottages Senior Adult Living 167 DU SFDR 400 DU Multi‐Family 200 DU PD29 Monterey Crossings Commercial 120.000 TSF PD21 Ponderosa II PD25 Monterey Specific Plan PD26 Landmark Specific Plan PD28 128‐Acres City of Palm Desert PD1 Gerald Ford Business Park PD13 Villa Portofino PD7 Rosewood Hotel PD10 Millennium Palm Desert PD12 University Park Cumulative Development Land Use Summary # Project/Location Land Use1 Quantity Units2 63 Table 4‐3 Page 2 of 3 Cumulative Development Land Use Summary # Project/Location Land Use1 Quantity Units2 Golf Course 18 Hole Golf‐View Hotel 350 RM Golf‐View Villas 54 DU Timeshare Units 216 DU Golf‐View Condo/Townhomes 550 DU Mixed‐Use Retail Village ‐ Residential 150 DU Mixed‐Use Retail Village ‐ Commercial 400 TSF Industrial Park (R&D) 1200 TSF Executive Office 230 TSF Community Commercial 100 TSF TR29150 SFDR 257 DU TR29151 SFDR 105 DU RC3 PM32953 Warehouse 36.000 TSF RC4 SP00225  SFDR 280 DU RC5 PM35323 SFDR 2 DU RC6 PM36804 (TR36805) SFDR 371 DU RC7 TR34651 Multifamily 460 DU RC8 SP00386 (PM37191) SFDR 590 DU RC9 PM34772 SFDR 2 DU RC10 PM34755 Commercial 1,089.000 TSF RC11 TR35289 SFDR 6 DU RC12 PM36601 Emergency Youth Center 16.795 TSF RC13 PM36108 Industrial 20 AC RC14 TR32440 SFDR 30 DU RC15 PM33553 Mini‐Warehouse 6.89 AC SFDR 600 DU Multi‐Family 901 DU Commercial 378.972 TSF RM1 CUP 16004 SFDR 1 DU RM2 CUP 16002 SFDR 1 DU SFDR 28 DU Condo 6 DU RM4 CUP 14006 Commercial Retail 79.606 TSF RM5 PDP 13003/FDP 13004 SFDR 32 DU RM6 MOD 11022 (Escala South) SFDR 27 DU RM7 PDP 04024/EA 040047 SFDR 27 DU RM8 EA 050025/MOD 05016 (Bella Clancy) SFDR 20 DU RM9 PDP 04011/MOD 06024 (Mirada Villas) SFDR 46 DU Condo 35 DU Hotel 100 RM Commercial Retail/Restaurant 20.000 TSF RM11 PDP 16002/TPM 37197 Condo/Townhouse 4 DU RM12 PDP 16001 Medical Office 4.614 TSF RM13 PDP 15002 Commercial Retail 6.004 TSF RM14 MOD 15008/FDP 15003 (Annenberg Retreat) Retreat 144.120 TSF RC16 SP00392 (Ivey Palms) RM10 PDP 16003 (Horizon Pacific) City of Rancho Mirage RM3 MOD 16019 County of Riverside RC1 SP00343 (NorthStar Ranch) RC2 64 Table 4‐3 Page 3 of 3 Cumulative Development Land Use Summary # Project/Location Land Use1 Quantity Units2 Hotel 125 RM Condo/Townhouse 48 DU RM16 TTM 36553/PDP 13005 SFDR 122 DU RM17 TTM 36623/PDP 14003 SFDR 17 DU RM18 TTM 36622/ EA 130008 SFDR 10 DU RM19 TTM 36621/ EA 130007 SFDR 10 DU RM20 TTM 36620/ EA 13006 SFDR 97 DU RM21 TTM 36530/ PDP 13001 SFDR 10 DU RM22 PDP 12003/TR 34227 (Merenda) SFDR 30 DU RM23 PDP 14002/EA 110005 New Car Sales 35.755 TSF RM24 PDP 11001 (Escala North) SFDR 22 DU RM25 PDP 07012/TPM 31761 Hospital 70 Beds RM26 PDP 07006/EA 070005 SFDR 20 DU RM27 TTM 36698 SFDR 7 DU RM28 TTM 32308 (Los Ranchos) SFDR 7 DU RM29 TTM 35498 SFDR 19 DU RM30 TTM 35619 SFDR 9 DU RM31 TTM 35573 SFDR 20 DU RM32 TTM 33329 SFDR 9 DU Spa 24.000 TSF Hotel Villas 57 DU Condo/Townhouse 136 DU RM34 TTM 34435 (DaVall Place) SFDR 27 DU RM35 TTM 35089 SFDR 18 DU RM36 TPM 32649 SFDR 2 DU RM37 TPM 33599 SFDR 2 DU RM38 TPM 34232 SFDR 4 DU RM39 TPM 34233 SFDR 4 DU RM40 TPM 34741 SFDR 4 DU RM41 TPM 35442 Commercial Retail 51.150 TSF RM42 TPM 36542 SFDR 3 DU RM43 TPM 35684 Commercial Retail 229.032 TSF RM44 TPM 36683 SFDR 1 DU RM45 TPM 36849 SFDR 3 DU RM46 Pulte Homes / Del Webb Senior Adult Living 1,200 DU RM47 Monterey Medical Center Medical Office 75.164 TSF RM48 Pulte Homes / Del Webb Assisted Living 84 Beds IW1 TTM No. 37467 SFDR 18 DU Condo/Townhouse 70 DU Hotel 263 Rooms Quality Restaurant 5.500 TSF 1 SFDR = Single Family Detached Residential 2 TSF = Thousand Square Feet; DU = Dwelling Unit; VFP = Vehicle Fueling Position ; AC = Acres City of Indian Wells IW2 Hotel Development RM15 SPA 14002/TPM 36885 (Thunderbird Resort) RM33 TTM 34640 (Mirada Villas) 65 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 66 The near-term traffic analysis includes the following traffic conditions, with the various traffic components: • EAP (2022, Typical Operation) o Existing 2019 volumes o Ambient growth traffic (6.12%) o Typical Operation Project Traffic • EAP (2022, Special Event) o Existing 2019 volumes o Ambient growth traffic (6.12%) o Special Event Project Traffic • EAPC (2022, Typical Operation) o Existing 2019 volumes o Ambient growth traffic (6.12%) o Cumulative Development traffic o Typical Operation Project Traffic • EAPC (2022, Special Event) o Existing 2019 volumes o Ambient growth traffic (6.12%) o Cumulative Development traffic o Special Event Project Traffic The currently adopted Southern California Association of Governments (SCAG) 2016 Regional Transportation Plan (RTP) / Sustainable Communities Strategy (SCS) (April 2016) growth forecasts for the City of Palm Desert identifies projected growth in population of 49,800 in 2012 to 61,700 in 2040, or a 23.90 percent increase over the 28-year period. (8) The change in population equates to roughly a 0.77 percent annual growth rate, compounded annually. Similarly, growth over the same 28-year period in households is projected to increase by 34.19 percent, or a 1.06 percent annual growth rate. Finally, growth in employment over the same 28-year period is projected to increase by 45.26 percent, or a 1.34 percent annual growth rate. The average growth rate is 1.34%, compounded annually between Year 2012 and Year 2040. The average growth rate is estimated at approximately 5.49%, compounded annually between Existing (2019) and EAPC (2022) traffic conditions. The annual growth rate at each individual intersection is not lower than 3.04% compounded annually to as high as 12.70% compounded annually over the same time period. Therefore, the annual growth rate utilized for the purposes of this analysis would appear to conservatively approximate the anticipated regional growth in traffic volumes in the City of Palm Desert for EAPC (2022) traffic conditions, especially when considered along with the addition of project-related traffic. 66 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 67 5 E+P TRAFFIC CONDITIONS This section discusses the traffic forecasts for Existing Plus Project (E+P) traffic conditions and the resulting peak hour intersection operations, freeway mainline operations, and traffic signal warrant analyses. 5.1 ROADWAY IMPROVEMENTS The lane configurations and traffic controls assumed to be in place for E+P conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following: • Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for E+P conditions only (e.g., intersection and roadway improvements at the Project’s frontage and driveways). 5.2 E+P TRAFFIC VOLUME FORECASTS This scenario includes Existing traffic volumes plus Project traffic. E+P weekday ADT, weekday PM, and weekend peak hour intersection turning movement volumes are shown on Exhibit 5-1. 5.3 E+P INTERSECTION OPERATIONS ANALYSIS E+P peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2 Methodologies of this TIA. The intersection analysis results are summarized in Table 5-1, which indicate that there are no additional intersections operating at an unacceptable LOS with the addition of Project traffic. Consistent with Table 5-1, a summary of the peak hour intersection LOS for E+P conditions is shown on Exhibit 5-2. The intersection operations analysis worksheets for E+P traffic conditions is included in Appendix 5.1 of this TIA. 67 68 69 Table 5‐1 Delay1 Level of Delay1 Level of (secs.) Service (secs.) Service PM SAT PM SAT PM SAT PM SAT 1 Monterey Av. & Country Club Dr. TS 32.3 25.7 C C 32.6 26.2 C C 2 Portola Av. & Country Club Dr. TS 39.0 29.8 D C 40.2 30.8 D C 3 Desert Willow Dr. & Country Club Dr. TS 18.7 19.4 B B 19.9 21.5 B C 4 Cook St. & I‐10 WB Ramps TS 38.0 29.3 D C 39.1 29.6 D C 5 Cook St. & I‐10 EB Ramps TS 13.0 12.7 B B 13.6 13.2 B B 6 Cook St. & Gerald Ford Dr. TS 28.1 23.2 C C 28.2 23.6 C C 7 Cook St. & Frank Sinatra Dr. TS 27.9 20.4 C C 27.9 20.4 C C 8 Cook St. & Market Place Dr. CSS 81.9 26.6 F D >100.0 56.1 F F 9 Cook St. & Country Club Dr. TS 35.9 29.2 D C 37.1 30.1 D C 10 Cook St. & Hovley Ln. TS 30.2 22.7 C C 30.5 22.8 C C 11 El Dorado Dr. & Country Club Dr. TS 18.4 16.6 B B 18.7 17.1 B B 12 Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. TS 17.8 14.3 B B 18.0 14.6 B B *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 CSS = Cross‐street Stop; TS = Traffic Signal Intersection Analysis for E+P Conditions # Intersection Traffic  Control2 Existing (2019)E+P Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffi signal or all way stop control.  For intersections with cross street stop control, the delay and level of service for the worst individual movement  (or movements sharing a single lane) are shown. 70 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 71 5.4 E+P TRAFFIC SIGNAL WARRANTS ANALYSIS Traffic signal warrants for E+P traffic conditions are based on planning level (ADT) intersection volumes. For E+P traffic conditions, the following study area intersection is anticipated to warrant a traffic signal based on ADT traffic flows (see Appendix 5.2): • Cook Street & Market Place Drive (#8) 5.5 E+P OFF-RAMP QUEUING ANALYSIS A queuing analysis was performed for westbound and eastbound off-ramps at the I-10 Freeway at Cook Street interchange to assess vehicle queues for the off ramps that may potentially impact peak hour operations at the ramp-to-arterial intersections and may potentially “spill back” onto the I-10 Freeway mainline. Queuing analysis findings are presented in Table 5-2. It is important to note that off-ramp lengths are consistent with the measured distance between the intersection and the freeway mainline. As shown on Table 5-2 and consistent with Existing (2019) conditions, there are no potential queuing issues anticipated during the weekday PM or weekend peak 95th percentile traffic flows for E+P traffic conditions. Worksheets for E+P conditions off-ramp queuing analysis are provided in Appendix 5.3. 5.6 E+P BASIC FREEWAY SEGMENT ANALYSIS E+P mainline directional volumes for the weekday PM and weekend peak hours are provided on Exhibit 5-3. As shown on Table 5-3 and consistent with Existing (2019) conditions, I-10 Freeway segments analyzed for this study are anticipated to operate at an acceptable LOS (i.e., LOS D or better) during the peak hours for E+P traffic conditions. E+P basic freeway segment analysis worksheets are provided in Appendix 5.4. 5.7 E+P FREEWAY MERGE/DIVERGE ANALYSIS Ramp merge and diverge operations were also evaluated for E+P conditions and the results of this analysis are presented in Table 5-4. As shown in Table 5-4 and consistent with Existing (2019) conditions, the I-10 Freeway ramp merge and diverge areas at Cook Street are anticipated to operate at LOS D or better (i.e., acceptable LOS). E+P freeway ramp junction operations analysis worksheets are provided in Appendix 5.4. 71 Ta b l e   5 ‐ 2 PM S A T PM S A T Co o k   S t .   /   I ‐ 1 0   W B   R a m p s W B L / 1, 6 5 0 33 1 27 1 Y e s Y e s 3 3 3 28 5 Y e s Y e s WB R 2 5 0 19 15 Y e s Y e s 1 8 14 Y e s Y e s Co o k   S t .   /   I ‐ 1 0   E B   R a m p s E B L 1 , 2 5 0 78 51 Y e s Y e s 7 6 51 Y e s Y e s EB T / R 1 , 2 5 0 80 75 Y e s Y e s 9 5 77 Y e s Y e s EB R 45 0 77 74 Y e s Y e s 9 2 76 Y e s Y e s 2   M a x i m u m   q u e u e   l e n g t h   f o r   t h e   a p p r o a c h   r e p o r t e d . E+ P Av a i l a b l e   S t a c k i n g   Di s t a n c e   ( F e e t ) Mo v e m e n t In t e r s e c t i o n Ex i s t i n g   ( 2 0 1 9 ) 1 St a c k i n g D i s t a n c e i s a c c e p t a b l e i f t h e r e q u i r e d s t a c k i n g d i s t a n c e i s l e s s th a n o r e q u a l t o t h e s t a c k i n g d i s t a n c e p r o v i d e d . A n a d d i t i o n a l 1 5 f e e t o f s t a c k i n g w h i c h i s a s s u m e d t o b e p r o v i d e d i n t h e t r a n s i t i o n f o r t u r n po c k e t s   i s   r e f l e c t e d   i n   t h e   s t a c k i n g   d i s t a n c e   s h o w n   o n   t h i s   t a b le ,   w h e r e   a p p l i c a b l e . Pe a k   H o u r   F r e e w a y   O f f ‐ R a m p   Q u e u i n g   S u m m a r y   f o r   E + P   C o n d i t i o n s 95 t h   P e r c e n t i l e   Q u e u e   ( F e e t ) 2 Ac c e p t a b l e ?  1 PM   P e a k   H o u r S A T   P e a k   H o u r 95 t h   P e r c e n t i l e   Q u e u e   ( F e e t ) 2 Ac c e p t a b l e ?  1 PM   P e a k   H o u r S A T   P e a k   H o u r 72 Table 5‐3 PM SAT PM SAT PM SAT PM SAT West of Cook St. 3 14.8 11.6 B B 14.8 11.8 B B East of Cook St. 3 13.5 11.5 B B 13.6 11.7 B B West of Cook St. 3 13.0 10.8 B B 13.1 10.9 B B East of Cook St. 3 18.5 13.3 B B 18.6 13.4 B B 4 LOS = Level of Service E+P Lanes2 Density3 LOS4 Existing (2019)  I ‐ 1 0    W B    E B   1 EB = Eastbound; WB = Westbound 2 Number of lanes are in the specified direction and is based on existing conditions. 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). Basic Freeway Segment Analysis for E+P Conditions Density3 LOS4 Fr e e w a y Di r e c t i o n 1 Mainline Segment 73 Table 5‐4 Density3 LOS4 Density3 LOS4 Density3 LOS4 Density3 LOS4 Cook St. On‐Ramp 4 11.8 B 9.2 A 11.8 B 9.3 A Cook St. Loop On‐Ramp 3 8.2 A 7.3 A 8.2 A 7.3 A Cook St. Off‐Ramp 3 15.9 B 13.5 B 16.0 B 13.7 B Cook St. Off‐Ramp 3 19.8 B 16.4 B 19.9 B 16.7 B Cook St. On‐Ramp 3 21.0 C 14.4 B 21.1 C 14.6 B 2 Number of lanes are in the specified direction and is based on existing conditions. 4 LOS = Level of Service I‐ 1 0 WB  E B   1 EB = Eastbound; WB = Westbound 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). PM Peak Hour SAT Peak HourLanes on  Freeway2Ramp or Segment Di r e c t i o n 1 Freeway Ramp Junction Merge/Diverge Analysis for E+P Conditions PM Peak Hour SAT Peak Hour Existing (2019) E+P Fr e e w a y 74 75 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 76 5.8 RECOMMENDED IMPROVEMENTS 5.8.1 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES AT INTERSECTIONS Improvement strategies have been recommended for those intersections identified as deficient for E+P traffic conditions. The recommended improvements would improve each location’s peak hour delay and achieve acceptable LOS standards. The effectiveness of the proposed recommended improvements is presented in Table 5-5 for E+P traffic conditions. Recommended improvements to address deficiencies for E+P traffic conditions are described below. Recommended Improvement – Cook Street & Market Place Drive (#8) • Contribute fair share of 12.1% towards the installation of a traffic signal The intersection of Cook Street and Market Place Drive is currently less than ¼ mile away from the adjacent signalized intersection of Cook Street and Country Club Drive. Although the minimum traffic signal spacing is typically ¼ mile between adjacent intersections, a traffic signal is required to improve the intersection to acceptable LOS. It is recommended that the signal timing is coordinated between the two intersections. The intersection operations analysis worksheets for E+P traffic conditions, with improvements, is included in Appendix 5.5 of this TIA. 5.8.2 RECOMMENDED IMPROVEMENTS TO ADDRESS OFF-RAMP QUEUES As shown previously on Table 5-2, there are no peak hour queuing issues anticipated at the I-10 Freeway at Cook Street interchange for E+P traffic conditions. As such, no improvements have been recommended. 5.8.3 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES ON FREEWAY FACILITIES As shown previously on Table 5-3 and Table 5-4, all study area freeway mainline segments and ramp junctions are currently operating at an acceptable LOS for E+P traffic conditions. As such, no improvements have been recommended. 76 Table 5‐5 Delay2 Level of Traffic Northbound Southbound Eastbound Westbound (secs.) Service # Intersection Control3 L T R L T R L T R L T R PM SAT PM SAT 8 Cook St. & Market Place Dr. CSS 1 2 0 0 2 1 1 0 1 0 0 0 >100.0 56.1 F F TS 1 2 0 0 2 1 1 0 1 0 0 0 7.7 10.4 A B *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 3 CSS = Cross‐street Stop; TS = Traffic Signal; TS = Improvement  L  =  Left;  T  =  Through;  R  =  Right; 1 = Improvement ‐ With Improvements ‐ Without Improvements Intersection Analysis for E+P Conditions With Improvements Intersection Approach Lanes1  When a right turn is designated, the lane can either be striped or unstriped.  To function as a right turn lane there must be sufficient width for right  turning vehicles to travel outside the through lanes. Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or  all way stop control.  For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements  sharing a single lane) are shown. 77 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 78 This Page Intentionally Left Blank 78 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 79 6 EAP (2022, TYPICAL OPERATION) TRAFFIC CONDITIONS This section discusses the methods used to develop Existing plus Ambient Growth plus Project (EAP) (2022, Typical Operation) traffic conditions and the resulting peak hour intersection operations, freeway mainline operations, and traffic signal warrant analyses. 6.1 ROADWAY IMPROVEMENTS The lane configurations and traffic controls assumed to be in place for EAP conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following: • Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for EAP conditions only (e.g., intersection and roadway improvements at the Project’s frontage and driveways). 6.2 EAP (2022, TYPICAL OPERATION) TRAFFIC VOLUME FORECASTS To account for background traffic growth, an ambient growth from Existing conditions of 6.12% (2 percent per year over 3 years, compounded annually) is included for EAP traffic conditions. Cumulative development projects are not included as part of the EAP analysis. EAP weekday ADT, weekday PM, and weekend peak hour intersection turning movement volumes are shown on Exhibit 6-1. 6.3 EAP (2022, TYPICAL OPERATION) INTERSECTION OPERATIONS ANALYSIS EAP peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2 Methodologies of this TIA. The intersection analysis results are summarized in Table 6-1, which indicate that there are no additional intersections operating at an unacceptable LOS with the addition of Project traffic. Consistent with Table 6-1, a summary of the peak hour intersection LOS for EAP conditions is shown on Exhibit 6-2. The intersection operations analysis worksheets for EAP traffic conditions is included in Appendix 6.1 of this TIA. 79 80 81 Table 6‐1 Delay1 Level of Delay1 Level of (secs.) Service (secs.) Service PM SAT PM SAT PM SAT PM SAT 1 Monterey Av. & Country Club Dr. TS 32.3 25.7 C C 34.3 27.2 C C 2 Portola Av. & Country Club Dr. TS 39.0 29.8 D C 43.3 31.9 D C 3 Desert Willow Dr. & Country Club Dr. TS 18.7 19.4 B B 20.5 21.8 C C 4 Cook St. & I‐10 WB Ramps TS 38.0 29.3 D C 41.3 29.5 D C 5 Cook St. & I‐10 EB Ramps TS 13.0 12.7 B B 14.9 13.7 B B 6 Cook St. & Gerald Ford Dr. TS 28.1 23.2 C C 29.2 23.4 C C 7 Cook St. & Frank Sinatra Dr. TS 27.9 20.4 C C 29.9 20.6 C C 8 Cook St. & Market Place Dr. CSS 81.9 26.6 F D >100.0 72.2 F F 9 Cook St. & Country Club Dr. TS 35.9 29.2 D C 39.6 30.9 D C 10 Cook St. & Hovley Ln. TS 30.2 22.7 C C 32.3 23.3 C C 11 El Dorado Dr. & Country Club Dr. TS 18.4 16.6 B B 19.2 17.4 B B 12 Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. TS 17.8 14.3 B B 18.9 15.0 B B *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 CSS = Cross‐street Stop; TS = Traffic Signal Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffi signal or all way stop control.  For intersections with cross street stop control, the delay and level of service for the worst individual movement  (or movements sharing a single lane) are shown. Intersection Analysis for EAP (2022, Typical Operation) Conditions # Intersection Traffic  Control2 Existing (2019)EAP (2022) 82 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 83 6.4 EAP (2022, TYPICAL OPERATION) TRAFFIC SIGNAL WARRANTS ANALYSIS No traffic signal warrant analysis has been performed for EAP (2022, Typical Operation) traffic conditions as the only unsignalized intersection was previously warranted for a traffic signal during Existing (2019) traffic conditions. 6.5 EAP (2022, TYPICAL OPERATION) OFF-RAMP QUEUING ANALYSIS A queuing analysis was performed for westbound and eastbound off-ramps at the I-10 Freeway at Cook Street interchange to assess vehicle queues for the off ramps that may potentially impact peak hour operations at the ramp-to-arterial intersections and may potentially “spill back” onto the I-10 Freeway mainline. Queuing analysis findings are presented in Table 6-2. It is important to note that off-ramp lengths are consistent with the measured distance between the intersection and the freeway mainline. As shown on Table 6-2 and consistent with Existing (2019) conditions, there are no potential queuing issues anticipated during the weekday PM or weekend peak 95th percentile traffic flows for EAP (2022, Typical Operation) traffic conditions. Worksheets for EAP (2022, Typical Operation) conditions off-ramp queuing analysis are provided in Appendix 6.2. 6.6 EAP (2022, TYPICAL OPERATION) BASIC FREEWAY SEGMENT ANALYSIS EAP (2022, Typical Operation) mainline directional volumes for the weekday PM and weekend peak hours are provided on Exhibit 6-3. As shown on Table 6-3 and consistent with Existing (2019) conditions, I-10 Freeway segments analyzed for this study are anticipated to operate at an acceptable LOS (i.e., LOS D or better) during the peak hours for EAP (2022, Typical Operation) traffic conditions. EAP (2022, Typical Operation) basic freeway segment analysis worksheets are provided in Appendix 6.3. 6.7 EAP (2022, TYPICAL OPERATION) FREEWAY MERGE/DIVERGE ANALYSIS Ramp merge and diverge operations were also evaluated for EAP (2022, Typical Operation) conditions and the results of this analysis are presented in Table 6-4. As shown in Table 6-4 and consistent with Existing (2019) conditions, the I-10 Freeway ramp merge and diverge areas at Cook Street are anticipated to operate at LOS D or better (i.e., acceptable LOS). EAP (2022, Typical Operation) freeway ramp junction operations analysis worksheets are provided in Appendix 6.3. 83 Ta b l e   6 ‐ 2 PM S A T PM S A T Co o k   S t .   /   I ‐ 1 0   W B   R a m p s W B L / 1, 6 5 33 1 27 1 Y e s Y e s 3 4 1 29 2 Y e s Y e s WB R 2 5 0 19 15 Y e s Y e s 1 8 15 Y e s Y e s Co o k   S t .   /   I ‐ 1 0   E B   R a m p s E B L 1 , 2 5 78 51 Y e s Y e s 7 7 53 Y e s Y e s EB T / R 1 , 2 5 80 75 Y e s Y e s 1 2 5 80 Y e s Y e s EB R 45 0 77 74 Y e s Y e s 1 2 4 78 Y e s Y e s 2   M a x i m u m   q u e u e   l e n g t h   f o r   t h e   a p p r o a c h   r e p o r t e d . 1 St a c k i n g D i s t a n c e i s a c c e p t a b l e i f t h e r e q u i r e d s t a c k i n g d i s t a n c e i s l e s s t h a n o r e q u a l t o t h e s t a c k i n g d i s t a n c e p r o v i d e d . A n a d d i t i o n a l 1 5 f e e t o f s t a c k i n g w h i c h i s a s s u m e d t o b e p r o v i d e d i n t h e t r a n s i t i o n f o r t u r n po c k e t s   i s   r e f l e c t e d   i n   t h e   s t a c k i n g   d i s t a n c e   s h o w n   o n   t h i s   t a b l e ,   w h e r e   a p p l i c a b l e . Pe a k   H o u r   F r e e w a y   O f f ‐ R a m p   Q u e u i n g   S u m m a r y   f o r   E A P   ( 2 0 2 2 ,   T y p i c al   O p e r a t i o n )   C o n d i t i o n s In t e r s e c t i o n M o v e m e n t Av a i l a b l e   S t a c k i n g   Di s t a n c e   ( F e e t ) Ex i s t i n g   ( 2 0 1 9 ) EA P   ( 2 0 2 2 ) 95 t h   P e r c e n t i l e   Q u e u e   ( F e e t ) 2 Ac c e p t a b l e ?  1 95 t h   P e r c e n t i l e   Q u e u e   ( F e e t ) 2 Ac c e p t a b l e ?  1 PM   P e a k   H o u r S A T   P e a k   H o u r PM   P e a k   H o u r S A T   P e a k   H o u r 84 Table 6‐3 PM SAT PM SAT PM SAT PM SAT West of Cook St. 3 14.8 11.6 B B 15.8 12.6 B B East of Cook St. 3 13.5 11.5 B B 14.6 12.5 B B West of Cook St. 3 13.0 10.8 B B 14.0 11.7 B B East of Cook St. 3 18.5 13.3 B B 20.0 14.4 C B 4 LOS = Level of Service 2 Number of lanes are in the specified direction and is based on existing conditions. 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). Density3 LOS4  I ‐ 1 0    W B    E B   1 EB = Eastbound; WB = Westbound Basic Freeway Segment Analysis for EAP (2022, Typical Operation) Conditions Fr e e w a y Di r e c t i o n 1 Mainline Segment Lanes2 Existing (2019)EAP (2022) Density3 LOS4 85 Table 6‐4 Density3 LOS4 Density3 LOS4 Density3 LOS4 Density3 LOS4 Cook St. On‐Ramp 4 11.8 B 9.2 A 12.6 B 10.0 A Cook St. Loop On‐Ramp 3 8.2 A 7.3 A 8.8 A 7.8 A Cook St. Off‐Ramp 3 15.9 B 13.5 B 17.2 B 14.6 B Cook St. Off‐Ramp 3 19.8 B 16.4 B 21.4 C 17.8 B Cook St. On‐Ramp 3 21.0 C 14.4 B 22.6 C 15.6 B 2 Number of lanes are in the specified direction and is based on existing conditions. 4 LOS = Level of Service 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). Freeway Ramp Junction Merge/Diverge Analysis for EAP (2022, Typical Operation) Conditions Fr e e w a y Di r e c t i o n 1 Ramp or Segment Lanes on  Freeway2 Existing (2019)EAP (2022) PM Peak Hour SAT Peak Hour PM Peak Hour SAT Peak Hour I‐ 1 0 WB  E B   1 EB = Eastbound; WB = Westbound 86 87 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 88 6.8 RECOMMENDED IMPROVEMENTS 6.8.1 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES AT INTERSECTIONS Improvement strategies have been recommended for those intersections identified as deficient for EAP (2022, Typical Operation) traffic conditions. The recommended improvements would improve each location’s peak hour delay and achieve acceptable LOS standards. The effectiveness of the proposed recommended improvements is presented in Table 6-5 for EAP (2022, Typical Operation) traffic conditions. Recommended improvements to address deficiencies for EAP (2022, Typical Operation) traffic conditions are described below. Recommended Improvement – Cook Street & Market Place Drive (#8) • Contribute fair share of 12.1% towards the installation of a traffic signal The intersection of Cook Street and Market Place Drive is currently less than ¼ mile away from the adjacent signalized intersection of Cook Street and Country Club Drive. Although the minimum traffic signal spacing is typically ¼ mile between adjacent intersections, a traffic signal is required to improve the intersection to acceptable LOS. It is recommended that the signal timing is coordinated between the two intersections. The intersection operations analysis worksheets for EAP (2022, Typical Operation) traffic conditions, with improvements, is included in Appendix 6.4 of this TIA. 6.8.2 RECOMMENDED IMPROVEMENTS TO ADDRESS OFF-RAMP QUEUES As shown previously on Table 6-2, there are no peak hour queuing issues anticipated at the I-10 Freeway at Cook Street interchange for EAP (2022, Typical Operation) traffic conditions. As such, no improvements have been recommended. 6.8.3 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES ON FREEWAY FACILITIES As shown previously on Table 6-3 and Table 6-4, all study area freeway mainline segments and ramp junctions are currently operating at an acceptable LOS for EAP (2022, Typical Operation) traffic conditions. As such, no improvements have been recommended. 88 Table 6‐5 Delay2 Level of Traffic Northbound Southbound Eastbound Westbound (secs.) Service # Intersection Control3 L T R L T R L T R L T R PM SA PM SA 8 Cook St. & Market Place Dr. CSS 1 2 0 0 2 1 1 0 1 0 0 0 >100.0 72.2 F F TS 1 2 0 0 2 1 1 0 1 0 0 0 7.7 10.6 A B *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 3 CSS = Cross‐street Stop; TS = Traffic Signal; TS = Improvement Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or  all way stop control.  For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements  sharing a single lane) are shown. Intersection Analysis for EAP (2022, Typical Operation) Conditions With Improvements Intersection Approach Lanes 1 ‐ Without Improvements ‐ With Improvements  When a right turn is designated, the lane can either be striped or unstriped.  To function as a right turn lane there must be sufficient width for right  turning vehicles to travel outside the through lanes.  L  =  Left;  T  =  Through;  R  =  Right; 1 = Improvement 89 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 90 This Page Intentionally Left Blank 90 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 91 7 EAP (2022, SPECIAL EVENT) TRAFFIC CONDITIONS This section discusses the methods used to develop Existing plus Ambient Growth plus Project (EAP) (2022, Special Event) traffic conditions and the resulting peak hour intersection operations, freeway mainline operations, and traffic signal warrant analyses. 7.1 ROADWAY IMPROVEMENTS The lane configurations and traffic controls assumed to be in place for EAP conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following: • Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for EAP conditions only (e.g., intersection and roadway improvements at the Project’s frontage and driveways). 7.2 EAP (2022, SPECIAL EVENT) TRAFFIC VOLUME FORECASTS To account for background traffic growth, an ambient growth from Existing conditions of 6.12% (2 percent per year over 3 years, compounded annually) is included for EAP traffic conditions. Cumulative development projects are not included as part of the EAP analysis. EAP weekend arrival and departure peak hour intersection turning movement volumes are shown on Exhibit 7- 1. 7.3 EAP (2022, SPECIAL EVENT) INTERSECTION OPERATIONS ANALYSIS EAP peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2 Methodologies of this TIA. The intersection analysis results are summarized in Table 7-1, which indicate that there are no additional intersections operating at an unacceptable LOS with the addition of Project traffic. Consistent with Table 7-1, a summary of the peak hour intersection LOS for EAP conditions is shown on Exhibit 7-2. The intersection operations analysis worksheets for EAP traffic conditions is included in Appendix 7.1 of this TIA. 91 92 93 Table 7‐1 Delay1 Level of Delay1 Level of (secs.) Service (secs.) Service SAT  Arrival SAT  Departure SAT  Arrival SAT  Departure 1 Monterey Av. & Country Club Dr. TS 27.2 C 27.2 27.2 C C 2 Portola Av. & Country Club Dr. TS 31.9 C 31.8 31.5 C C 3 Desert Willow Dr. & Country Club Dr. TS 21.8 C 21.9 24.7 C C 4 Cook St. & I‐10 WB Ramps TS 29.5 C 34.6 30.6 C C 5 Cook St. & I‐10 EB Ramps TS 13.7 B 16.8 13.8 B B 6 Cook St. & Gerald Ford Dr. TS 23.4 C 23.3 23.6 C C 7 Cook St. & Frank Sinatra Dr. TS 20.6 C 20.4 20.8 C C 8 Cook St. & Market Place Dr. CSS 72.2 F >100.0 >100.0 F F 9 Cook St. & Country Club Dr. TS 30.9 C 31.0 34.0 C C 10 Cook St. & Hovley Ln. TS 23.3 C 23.2 23.3 C C 11 El Dorado Dr. & Country Club Dr. TS 17.4 B 17.3 17.1 B B 12 Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. TS 15.0 B 14.8 14.8 B B *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 CSS = Cross‐street Stop; TS = Traffic Signal Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way  stop control.  For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single  lane) are shown. SAT Peak Hour Intersection Analysis for EAP (2022, Special Event) Conditions # Intersection Traffic  Control2 Typical Operation Special Event 94 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 95 7.4 EAP (2022, SPECIAL EVENT) TRAFFIC SIGNAL WARRANTS ANALYSIS No traffic signal warrant analysis has been performed for EAP (2022, Special Event) traffic conditions as the only unsignalized intersection was previously warranted for a traffic signal during Existing (2019) traffic conditions. 7.5 EAP (2022, SPECIAL EVENT) OFF-RAMP QUEUING ANALYSIS A queuing analysis was performed for westbound and eastbound off-ramps at the I-10 Freeway at Cook Street interchange to assess vehicle queues for the off ramps that may potentially impact peak hour operations at the ramp-to-arterial intersections and may potentially “spill back” onto the I-10 Freeway mainline. Queuing analysis findings are presented in Table 7-2. It is important to note that off-ramp lengths are consistent with the measured distance between the intersection and the freeway mainline. As shown on Table 7-2 and consistent with Existing (2019) conditions, there are no potential queuing issues anticipated during the weekend arrival and departure peak 95th percentile traffic flows for EAP (2022, Special Event) traffic conditions. Worksheets for EAP (2022, Special Event) conditions off-ramp queuing analysis are provided in Appendix 7.2. 7.6 EAP (2022, SPECIAL EVENT) BASIC FREEWAY SEGMENT ANALYSIS EAP (2022, Special Event) mainline directional volumes for the weekend arrival and departure peak hours are provided on Exhibit 7-3. As shown on Table 7-3 and consistent with Existing (2019) conditions, I-10 Freeway segments analyzed for this study are anticipated to operate at an acceptable LOS (i.e., LOS D or better) during the peak hours for EAP (2022, Special Event) traffic conditions. EAP (2022, Special Event) basic freeway segment analysis worksheets are provided in Appendix 7.3. 7.7 EAP (2022, SPECIAL EVENT) FREEWAY MERGE/DIVERGE ANALYSIS Ramp merge and diverge operations were also evaluated for EAP (2022, Special Event) conditions and the results of this analysis are presented in Table 7-4. As shown in Table 7-4 and consistent with Existing (2019) conditions, the I-10 Freeway ramp merge and diverge areas at Cook Street are anticipated to operate at LOS D or better (i.e., acceptable LOS). EAP (2022, Special Event) freeway ramp junction operations analysis worksheets are provided in Appendix 7.3. 95 Ta b l e   7 ‐ 2 Ac c e p t a b l e ?  1 SA T SA T Ar r i v a l SA T De p a r t u r e Co o k   S t .   /   I ‐ 1 0   W B   R a m p s W B L / 1, 6 5 0 27 1 Ye s 37 7 32 1 Y e s Y e s WB R 2 5 0 15 Ye s 13 15 Y e s Y e s Co o k   S t .   /   I ‐ 1 0   E B   R a m p s E B L 1 , 2 5 0 51 Ye s 47 52 Y e s Y e s EB T / R 1 , 2 5 0 75 Ye s 14 5 82 Y e s Y e s EB R 45 0 74 Ye s 14 4 80 Y e s Y e s 2   M a x i m u m   q u e u e   l e n g t h   f o r   t h e   a p p r o a c h   r e p o r t e d . 1 St a c k i n g D i s t a n c e i s a c c e p t a b l e i f t h e r e q u i r e d s t a c k i n g d i s t a n c e i s l e s s th a n o r e q u a l t o t h e s t a c k i n g d i s t a n c e p r o v i d e d . A n a d d i t i o n a l 1 5 f e e t o f s t a c k i n g w h i c h i s a s s u m e d t o b e p r o v i d e d i n t h e t r a n s i t i o n f o r t u r n po c k e t s   i s   r e f l e c t e d   i n   t h e   s t a c k i n g   d i s t a n c e   s h o w n   o n   t h i s   t a b le ,   w h e r e   a p p l i c a b l e . SA T   P e a k   H o u r SA T Ar r i v a l SA T De p a r t u r e Pe a k   H o u r   F r e e w a y   O f f ‐ R a m p   Q u e u i n g   S u m m a r y   f o r   E A P   ( 2 0 2 2 ,   S p e c i al   E v e n t )   C o n d i t i o n s In t e r s e c t i o n M o v e m e n t Av a i l a b l e   S t a c k i n g   Di s t a n c e   ( F e e t ) Ty p i c a l   O p e r a t i o n S p e c i a l   E v e n t 95 t h   P e r c e n t i l e   Q u e u e   ( F e e t ) 2 95 t h   P e r c e n t i l e   Q u e u e   ( F e e t ) 2 Ac c e p t a b l e ?  1 96 Table 7‐3 Density3 LOS4 SAT  Arrival SAT  Departure SAT  Arrival SAT  Departure West of Cook St. 3 12.6 B 12.8 13..5 B B East of Cook St. 3 12.5 B 13.1 12.7 B B West of Cook St. 3 11.7 B 12.2 11.8 B B East of Cook St. 3 14.4 B 14.5 15.0 B B 4 LOS = Level of Service 2 Number of lanes are in the specified direction and is based on existing conditions. 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). SAT Peak Hour Density3 LOS4  I ‐ 1 0    W B    E B   1 EB = Eastbound; WB = Westbound Basic Freeway Segment Analysis for EAP (2022, Special Event) Conditions Fr e e w a y Di r e c t i o n 1 Mainline Segment Lanes2 Typical Operation Special Event 97 Table 7‐4 Density3 LOS4 Density3 LOS4 Density3 LOS4 Cook St. On‐Ramp 4 10.0 A 10.2 B 10.7 B Cook St. Loop On‐Ramp 3 7.8 A 7.8 A 7.8 A Cook St. Off‐Ramp 3 14.6 B 15.5 B 14.9 B Cook St. Off‐Ramp 3 17.8 B 18.8 B 18.1 B Cook St. On‐Ramp 3 15.6 B 15.8 B 16.5 B 2 Number of lanes are in the specified direction and is based on existing conditions. 4 LOS = Level of Service SAT Departure I‐ 1 0 WB  E B   1 EB = Eastbound; WB = Westbound 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). Freeway Ramp Junction Merge/Diverge Analysis for EAP (2022, Special Event) Conditions Fr e e w a y Di r e c t i o n Ramp or Segment Lanes on  Freeway2 Typical Operation Special Event SAT Peak Hour SAT Arrival 98 99 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 100 7.8 RECOMMENDED IMPROVEMENTS 7.8.1 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES AT INTERSECTIONS Improvement strategies have been recommended for those intersections identified as deficient for EAP (2022, Special Event) traffic conditions. The recommended improvements would improve each location’s peak hour delay and achieve acceptable LOS standards. The effectiveness of the proposed recommended improvements is presented in Table 7-5 for EAP (2022, Special Event) traffic conditions. Recommended improvements to address deficiencies for EAP (2022, Special Event) traffic conditions are described below. Recommended Improvement – Cook Street & Market Place Drive (#8) • Contribute fair share of 12.1% towards the installation of a traffic signal The intersection of Cook Street and Market Place Drive is currently less than ¼ mile away from the adjacent signalized intersection of Cook Street and Country Club Drive. Although the minimum traffic signal spacing is typically ¼ mile between adjacent intersections, a traffic signal is required to improve the intersection to acceptable LOS. It is recommended that the signal timing is coordinated between the two intersections. The intersection operations analysis worksheets for EAP (2022, Special Event) traffic conditions, with improvements, is included in Appendix 7.4 of this TIA. 7.8.2 RECOMMENDED IMPROVEMENTS TO ADDRESS OFF-RAMP QUEUES As shown previously on Table 7-2, there are no peak hour queuing issues anticipated at the I-10 Freeway at Cook Street interchange for EAP (2022, Special Event) traffic conditions. As such, no improvements have been recommended. 7.8.3 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES ON FREEWAY FACILITIES As shown previously on Table 7-3 and Table 7-4, all study area freeway mainline segments and ramp junctions are currently operating at an acceptable LOS for EAP (2022, Special Event) traffic conditions. As such, no improvements have been recommended. 100 Table 7‐5 Delay2 Level of Traffic Northbound Southbound Eastbound Westbound (secs.) Service # Intersection Control3 L T R L T R L T R L T R PM SAT PM SAT 8 Cook St. & Market Place Dr. CSS 1 2 0 0 2 1 1 0 1 0 0 0 >100.0 >100.0 F F TS 1 2 0 0 2 1 1 0 1 0 0 0 9.8 15.1 A B *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 3 CSS = Cross‐street Stop; TS = Traffic Signal; TS = Improvement  L  =  Left;  T  =  Through;  R  =  Right; 1 = Improvement Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or  all way stop control.  For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements  sharing a single lane) are shown. Intersection Analysis for EAP (2022, Special Event) Conditions With Improvements Intersection Approach Lanes1 ‐ Without Improvements ‐ With Improvements  When a right turn is designated, the lane can either be striped or unstriped.  To function as a right turn lane there must be sufficient width for right  turning vehicles to travel outside the through lanes. 101 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 102 This Page Intentionally Left Blank 102 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 103 8 EAPC (2022, TYPICAL OPERATION) TRAFFIC CONDITIONS This section discusses the methods used to develop Existing plus Ambient Growth plus Project plus Cumulative (EAPC) (2022, Typical Operation) traffic conditions and the resulting peak hour intersection operations, freeway mainline operations, and traffic signal warrant analyses. 8.1 ROADWAY IMPROVEMENTS The lane configurations and traffic controls assumed to be in place for EAPC conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following: • Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for EAPC conditions only (e.g., intersection and roadway improvements at the Project’s frontage and driveways). • Driveways and those facilities assumed to be constructed by cumulative developments to provide site access are also assumed to be in place for EAPC conditions only (e.g., intersection and roadway improvements along the cumulative development’s frontages and driveways). 8.2 EAPC (2022, TYPICAL OPERATION) TRAFFIC VOLUME FORECASTS To account for background traffic, other known cumulative development projects in the study area were included in addition to 6.12% of ambient growth for EAPC traffic conditions in conjunction with traffic associated with the proposed Project. EAPC weekday ADT, weekday PM, and weekend peak hour intersection turning movement volumes are shown on Exhibit 8-1. 8.3 EAPC (2022, TYPICAL OPERATION) INTERSECTION OPERATIONS ANALYSIS EAPC peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2 Methodologies of this TIA. The intersection analysis results are summarized in Table 8-1, which indicate that there are no additional intersections operating at an unacceptable LOS with the addition of Project traffic. Consistent with Table 8-1, a summary of the peak hour intersection LOS for EAPC conditions is shown on Exhibit 8-2. The intersection operations analysis worksheets for EAPC traffic conditions is included in Appendix 8.1 of this TIA. 103 104 105 Table 8‐1 Delay1 Level of Delay1 Level of (secs.) Service (secs.) Service PM SAT PM SAT PM SAT PM SAT 1 Monterey Av. & Country Club Dr. TS 32.3 25.7 C C 34.7 27.4 C C 2 Portola Av. & Country Club Dr. TS 39.0 29.8 D C 44.1 32.7 D C 3 Desert Willow Dr. & Country Club Dr. TS 18.7 19.4 B B 20.6 22.0 C C 4 Cook St. & I‐10 WB Ramps TS 38.0 29.3 D C 51.9 31.5 D C 5 Cook St. & I‐10 EB Ramps TS 13.0 12.7 B B 18.4 17.5 B B 6 Cook St. & Gerald Ford Dr. TS 28.1 23.2 C C 31.8 27.1 C C 7 Cook St. & Frank Sinatra Dr. TS 27.9 20.4 C C 37.8 22.0 D C 8 Cook St. & Market Place Dr. CSS 81.9 26.6 F D >100.0 79.9 F F 9 Cook St. & Country Club Dr. TS 35.9 29.2 D C 42.5 31.9 D C 10 Cook St. & Hovley Ln. TS 30.2 22.7 C C 32.9 23.1 C C 11 El Dorado Dr. & Country Club Dr. TS 18.4 16.6 B B 19.3 17.3 B B 12 Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. TS 17.8 14.3 B B 19.0 14.9 B B *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 CSS = Cross‐street Stop; TS = Traffic Signal Intersection Analysis for EAPC (2022) Conditions # Intersection Traffic  Control2 Existing (2019) EAPC (2022) Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffi signal or all way stop control.  For intersections with cross street stop control, the delay and level of service for the worst individual movement  (or movements sharing a single lane) are shown. 106 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 107 8.4 EAPC (2022, TYPICAL OPERATION) TRAFFIC SIGNAL WARRANTS ANALYSIS No traffic signal warrant analysis has been performed for EAPC (2022, Typical Operation) traffic conditions as the only unsignalized intersection was previously warranted for a traffic signal during Existing (2019) traffic conditions. 8.5 EAPC (2022, TYPICAL OPERATION) OFF-RAMP QUEUING ANALYSIS A queuing analysis was performed for westbound and eastbound off-ramps at the I-10 Freeway at Cook Street interchange to assess vehicle queues for the off ramps that may potentially impact peak hour operations at the ramp-to-arterial intersections and may potentially “spill back” onto the I-10 Freeway mainline. Queuing analysis findings are presented in Table 8-2. It is important to note that off-ramp lengths are consistent with the measured distance between the intersection and the freeway mainline. As shown on Table 8-2 and consistent with Existing (2019) conditions, there are no potential queuing issues anticipated during the weekday PM or weekend peak 95th percentile traffic flows for EAPC (2022, Typical Operation) traffic conditions. Worksheets for EAPC (2022, Typical Operation) conditions off-ramp queuing analysis are provided in Appendix 8.2. 8.6 EAPC (2022, TYPICAL OPERATION) BASIC FREEWAY SEGMENT ANALYSIS EAPC (2022, Typical Operation) mainline directional volumes for the weekday PM and weekend peak hours are provided on Exhibit 8-3. As shown on Table 8-3 and consistent with Existing (2019) conditions, I-10 Freeway segments analyzed for this study are anticipated to operate at an acceptable LOS (i.e., LOS D or better) during the peak hours for EAPC (2022, Typical Operation) traffic conditions. EAPC (2022, Typical Operation) basic freeway segment analysis worksheets are provided in Appendix 8.3. 8.7 EAPC (2022, TYPICAL OPERATION) FREEWAY MERGE/DIVERGE ANALYSIS Ramp merge and diverge operations were also evaluated for EAPC (2022, Typical Operation) conditions and the results of this analysis are presented in Table 8-4. As shown in Table 8-4 and consistent with Existing (2019) conditions, the I-10 Freeway ramp merge and diverge areas at Cook Street are anticipated to operate at LOS D or better (i.e., acceptable LOS). EAPC (2022, Typical Operation) freeway ramp junction operations analysis worksheets are provided in Appendix 8.3. 107 Ta b l e   8 ‐ 2 PM S A T PM S A T Co o k   S t .   /   I ‐ 1 0   W B   R a m p s W B L / 1, 6 5 33 1 27 1 Y e s Y e s 3 5 2 34 5 Y e s Y e s WB R 2 5 0 19 15 Y e s Y e s 5 5 32 Y e s Y e s Co o k   S t .   /   I ‐ 1 0   E B   R a m p s E B L 1 , 2 5 78 51 Y e s Y e s 1 3 7 12 1 Y e s Y e s EB T / R 1 , 2 5 80 75 Y e s Y e s 1 8 4 10 0 Y e s Y e s EB R 45 0 77 74 Y e s Y e s 1 8 0 97 Y e s Y e s 2   M a x i m u m   q u e u e   l e n g t h   f o r   t h e   a p p r o a c h   r e p o r t e d . 1 St a c k i n g D i s t a n c e i s a c c e p t a b l e i f t h e r e q u i r e d s t a c k i n g d i s t a n c e i s l e s s t h a n o r e q u a l t o t h e s t a c k i n g d i s t a n c e p r o v i d e d . A n a d d i t i o n a l 1 5 f e e t o f s t a c k i n g w h i c h i s a s s u m e d t o b e p r o v i d e d i n t h e t r a n s i t i o n f o r t u r n po c k e t s   i s   r e f l e c t e d   i n   t h e   s t a c k i n g   d i s t a n c e   s h o w n   o n   t h i s   t a b l e ,   w h e r e   a p p l i c a b l e . PM   P e a k   H o u r S A T   P e a k   H o u r PM   P e a k   H o u r S A T   P e a k   H o u r Pe a k   H o u r   F r e e w a y   O f f ‐ R a m p   Q u e u i n g   S u m m a r y   f o r   E A P C   ( 2 0 2 2 )   C o n d i t i o n s In t e r s e c t i o n M o v e m e n t Av a i l a b l e   S t a c k i n g   Di s t a n c e   ( F e e t ) Ex i s t i n g   ( 2 0 1 9 ) EA P C   ( 2 0 2 2 ) 95 t h   P e r c e n t i l e   Q u e u e   ( F e e t ) 2 Ac c e p t a b l e ?  1 95 t h   P e r c e n t i l e   Q u e u e   ( F e e t ) 2 Ac c e p t a b l e ?  1 108 Table 8‐3 PM SAT PM SAT PM SAT PM SAT West of Cook St. 3 14.8 11.6 B B 16.3 13.0 B B East of Cook St. 3 13.5 11.5 B B 15.4 13.2 B B West of Cook St. 3 13.0 10.8 B B 14.3 11.9 B B East of Cook St. 3 18.5 13.3 B B 20.6 15.3 C B 4 LOS = Level of Service 2 Number of lanes are in the specified direction and is based on existing conditions. 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). Density3 LOS4  I ‐ 1 0    W B    E B   1 EB = Eastbound; WB = Westbound Basic Freeway Segment Analysis for EAPC (2022) Conditions Fr e e w a y Di r e c t i o n 1 Mainline Segment Lanes2 Existing (2019)EAPC (2022) Density3 LOS4 109 Table 8‐4 Density3 LOS4 Density3 LOS4 Density3 LOS4 Density3 LOS4 Cook St. On‐Ramp 4 11.8 B 9.2 A 13.0 B 9.5 A Cook St. Loop On‐Ramp 3 8.2 A 7.3 A 8.8 A 7.8 A Cook St. Off‐Ramp 3 15.9 B 13.5 B 18.3 B 15.6 B Cook St. Off‐Ramp 3 19.8 B 16.4 B 21.9 C 18.4 B Cook St. On‐Ramp 3 21.0 C 14.4 B 23.5 C 17.0 B 2 Number of lanes are in the specified direction and is based on existing conditions. 4 LOS = Level of Service SAT Peak Hour I‐ 1 0 WB  E B   1 EB = Eastbound; WB = Westbound 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). Freeway Ramp Junction Merge/Diverge Analysis for EAPC (2022) Conditions Fr e e w a y Di r e c t i o n 1 Ramp or Segment Lanes on  Freeway2 Existing (2019)EAPC (2022) PM Peak Hour SAT Peak Hour PM Peak Hour 110 111 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 112 8.8 RECOMMENDED IMPROVEMENTS 8.8.1 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES AT INTERSECTIONS Improvement strategies have been recommended for those intersections identified as deficient for EAPC (2022, Typical Operation) traffic conditions. The recommended improvements would improve each location’s peak hour delay and achieve acceptable LOS standards. The effectiveness of the proposed recommended improvements is presented in Table 8-5 for EAPC (2022, Typical Operation) traffic conditions. Recommended improvements to address deficiencies for EAPC (2022, Typical Operation) traffic conditions are described below. Recommended Improvement – Cook Street & Market Place Drive (#8) • Contribute fair share of 12.1% towards the installation of a traffic signal The intersection of Cook Street and Market Place Drive is currently less than ¼ mile away from the adjacent signalized intersection of Cook Street and Country Club Drive. Although the minimum traffic signal spacing is typically ¼ mile between adjacent intersections, a traffic signal is required to improve the intersection to acceptable LOS. It is recommended that the signal timing is coordinated between the two intersections. The intersection operations analysis worksheets for EAPC (2022, Typical Operation) traffic conditions, with improvements, is included in Appendix 8.4 of this TIA. 8.8.2 RECOMMENDED IMPROVEMENTS TO ADDRESS OFF-RAMP QUEUES As shown previously on Table 8-2, there are no peak hour queuing issues anticipated at the I-10 Freeway at Cook Street interchange for EAPC (2022, Typical Operation) traffic conditions. As such, no improvements have been recommended. 8.8.3 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES ON FREEWAY FACILITIES As shown previously on Table 8-3 and Table 8-4, all study area freeway mainline segments and ramp junctions are currently operating at an acceptable LOS for EAPC (2022, Typical Operation) traffic conditions. As such, no improvements have been recommended. 112 Table 8‐5 Delay2 Level of Traffic Northbound Southbound Eastbound Westbound (secs.) Service # Intersection Control3 L T R L T R L T R L T R PM SAT PM SAT 8 Cook St. & Market Place Dr. CSS 1 2 0 0 2 1 1 0 1 0 0 0 >100.0 79.9 F F TS 1 2 0 0 2 1 1 0 1 0 0 0 7.7 10.8 A B *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 3 CSS = Cross‐street Stop; TS = Traffic Signal; TS = Improvement  L  =  Left;  T  =  Through;  R  =  Right; 1 = Improvement Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or  all way stop control.  For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements  sharing a single lane) are shown. Intersection Analysis for EAPC (2022) Conditions With Improvements Intersection Approach Lanes1 ‐ Without Improvements ‐ With Improvements  When a right turn is designated, the lane can either be striped or unstriped.  To function as a right turn lane there must be sufficient width for right  turning vehicles to travel outside the through lanes. 113 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 114 This Page Intentionally Left Blank 114 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 115 9 EAPC (2022, SPECIAL EVENT) TRAFFIC CONDITIONS This section discusses the methods used to develop Existing plus Ambient Growth plus Project plus Cumulative (EAPC) (2022, Special Event) traffic conditions and the resulting peak hour intersection operations, freeway mainline operations, and traffic signal warrant analyses. 9.1 ROADWAY IMPROVEMENTS The lane configurations and traffic controls assumed to be in place for EAPC conditions are consistent with those shown previously on Exhibit 3-1, with the exception of the following: • Project driveways and those facilities assumed to be constructed by the Project to provide site access are also assumed to be in place for EAPC conditions only (e.g., intersection and roadway improvements at the Project’s frontage and driveways). • Driveways and those facilities assumed to be constructed by cumulative developments to provide site access are also assumed to be in place for EAPC conditions only (e.g., intersection and roadway improvements along the cumulative development’s frontages and driveways). 9.2 EAPC (2022, SPECIAL EVENT) TRAFFIC VOLUME FORECASTS To account for background traffic, other known cumulative development projects in the study area were included in addition to 6.12% of ambient growth for EAPC traffic conditions in conjunction with traffic associated with the proposed Project. EAPC weekend arrival and departure peak hour intersection turning movement volumes are shown on Exhibit 9-1. 9.3 EAPC (2022, SPECIAL EVENT) INTERSECTION OPERATIONS ANALYSIS EAPC peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2 Methodologies of this TIA. The intersection analysis results are summarized in Table 9-1, which indicate that there are no additional intersections operating at an unacceptable LOS with the addition of Project traffic. Consistent with Table 9-1, a summary of the peak hour intersection LOS for EAPC conditions is shown on Exhibit 9-2. The intersection operations analysis worksheets for EAPC traffic conditions is included in Appendix 9.1 of this TIA. 115 116 117 Table 9‐1 Delay1 Level of Delay1 Level of (secs.) Service (secs.) Service SAT  Arrival SAT  Departure SAT  Arrival SAT  Departure 1 Monterey Av. & Country Club Dr. TS 27.4 C 27.4 27.4 C C 2 Portola Av. & Country Club Dr. TS 32.7 C 32.6 32.1 C C 3 Desert Willow Dr. & Country Club Dr. TS 22.0 C 22.0 24.8 C C 4 Cook St. & I‐10 WB Ramps TS 31.5 C 31.9 32.7 C C 5 Cook St. & I‐10 EB Ramps TS 17.5 B 20.0 17.9 B B 6 Cook St. & Gerald Ford Dr. TS 27.1 C 30.1 30.7 C C 7 Cook St. & Frank Sinatra Dr. TS 22.0 C 22.0 22.5 C C 8 Cook St. & Market Place Dr. CSS 79.9 F >100.0 >100.0 F F 9 Cook St. & Country Club Dr. TS 31.9 C 31.9 34.9 C C 10 Cook St. & Hovley Ln. TS 23.1 C 23.1 23.1 C C 11 El Dorado Dr. & Country Club Dr. TS 17.3 B 17.2 17.1 B B 12 Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. TS 14.9 B 14.7 14.7 B B *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 CSS = Cross‐street Stop; TS = Traffic Signal Intersection Analysis for EAPC (2022, Special Event) Conditions # Intersection Traffic  Control2 Typical Operation Special Event SAT Peak Hour Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way  stop control.  For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single  lane) are shown. 118 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 119 9.4 EAPC (2022, SPECIAL EVENT) TRAFFIC SIGNAL WARRANTS ANALYSIS No traffic signal warrant analysis has been performed for EAPC (2022, Special Event) traffic conditions as the only unsignalized intersection was previously warranted for a traffic signal during Existing (2019) traffic conditions. 9.5 EAPC (2022, SPECIAL EVENT) OFF-RAMP QUEUING ANALYSIS A queuing analysis was performed for westbound and eastbound off-ramps at the I-10 Freeway at Cook Street interchange to assess vehicle queues for the off ramps that may potentially impact peak hour operations at the ramp-to-arterial intersections and may potentially “spill back” onto the I-10 Freeway mainline. Queuing analysis findings are presented in Table 9-2. It is important to note that off-ramp lengths are consistent with the measured distance between the intersection and the freeway mainline. As shown on Table 9-2 and consistent with Existing (2019) conditions, there are no potential queuing issues anticipated during the weekend arrival and departure peak 95th percentile traffic flows for EAPC (2022, Special Event) traffic conditions. Worksheets for EAPC (2022, Special Event) conditions off-ramp queuing analysis are provided in Appendix 9.2. 9.6 EAPC (2022, SPECIAL EVENT) BASIC FREEWAY SEGMENT ANALYSIS EAPC (2022, Special Event) mainline directional volumes for the weekend arrival and departure peak hours are provided on Exhibit 9-3. As shown on Table 9-3 and consistent with Existing (2019) conditions, I-10 Freeway segments analyzed for this study are anticipated to operate at an acceptable LOS (i.e., LOS D or better) during the peak hours for EAPC (2022, Special Event) traffic conditions. EAPC (2022, Special Event) basic freeway segment analysis worksheets are provided in Appendix 9.3. 9.7 EAPC (2022, SPECIAL EVENT) FREEWAY MERGE/DIVERGE ANALYSIS Ramp merge and diverge operations were also evaluated for EAPC (2022, Special Event) conditions and the results of this analysis are presented in Table 9-4. As shown in Table 9-4 and consistent with Existing (2019) conditions, the I-10 Freeway ramp merge and diverge areas at Cook Street are anticipated to operate at LOS D or better (i.e., acceptable LOS). EAPC (2022, Special Event) freeway ramp junction operations analysis worksheets are provided in Appendix 9.3. 119 Ta b l e   9 ‐ 2 Ac c e p t a b l e ?  1 SA T SA T Ar r i v a l SA T De p a r t u r e Co o k   S t .   /   I ‐ 1 0   W B   R a m p s W B L / 1, 6 5 27 1 Ye s 42 5 36 0 Y e s Y e s WB R 2 5 0 15 Ye s 32 30 Y e s Y e s Co o k   S t .   /   I ‐ 1 0   E B   R a m p s E B L 1 , 2 5 51 Ye s 10 1 11 6 Y e s Y e s EB T / R 1 , 2 5 75 Ye s 21 7 13 0 Y e s Y e s EB R 45 0 74 Ye s 21 6 12 9 Y e s Y e s 2   M a x i m u m   q u e u e   l e n g t h   f o r   t h e   a p p r o a c h   r e p o r t e d . 1 St a c k i n g D i s t a n c e i s a c c e p t a b l e i f t h e r e q u i r e d s t a c k i n g d i s t a n c e i s l e s s t h a n o r e q u a l t o t h e s t a c k i n g d i s t a n c e p r o v i d e d . A n a d d i t i o n a l 1 5 f e e t o f s t a c k i n g w h i c h i s a s s u m e d t o b e p r o v i d e d i n t h e t r a n s i t i o n f o r t u r n po c k e t s   i s   r e f l e c t e d   i n   t h e   s t a c k i n g   d i s t a n c e   s h o w n   o n   t h i s   t a b l e ,   w h e r e   a p p l i c a b l e . SA T Ar r i v a l SA T De p a r t u r e Pe a k   H o u r   F r e e w a y   O f f ‐ R a m p   Q u e u i n g   S u m m a r y   f o r   E A P C   ( 2 0 2 2 ,   S p e c i a l   E v e n t )   C o n d i t i o n s In t e r s e c t i o n M o v e m e n t Av a i l a b l e   S t a c k i n g   Di s t a n c e   ( F e e t ) Ty p i c a l   O p e r a t i o n S p e c i a l   E v e n t 95 t h   P e r c e n t i l e   Q u e u e   ( F e e t ) 2 95 t h   P e r c e n t i l e   Q u e u e   ( F e e t ) 2 Ac c e p t a b l e ?  1 SA T   P e a k   H o u r 120 Table 9‐3 Density3 LOS4 SAT  Arrival SAT  Departure SAT  Arrival SAT  Departure West of Cook St. 3 13.0 B 13.1 13.8 B B East of Cook St. 3 13.2 B 13.7 13.4 B B West of Cook St. 3 11.9 B 12.5 12.0 B B East of Cook St. 3 15.3 B 15.5 15.9 B B 4 LOS = Level of Service 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). SAT Peak Hour  I ‐ 1 0    W B    E B   1 EB = Eastbound; WB = Westbound 2 Number of lanes are in the specified direction and is based on existing conditions. Basic Freeway Segment Analysis for EAPC (2022, Special Event) Conditions Fr e e w a y Di r e c t i o n 1 Mainline Segment Lanes2 Typical Operation Special Event Density3 LOS4 121 Table 9‐4 Density3 LOS4 Density3 LOS4 Density3 LOS4 Cook St. On‐Ramp 4 9.5 A 9.6 A 10.0 A Cook St. Loop On‐Ramp 3 7.8 A 7.8 A 7.8 A Cook St. Off‐Ramp 3 15.6 B 16.5 B 15.8 B Cook St. Off‐Ramp 3 18.4 B 19.3 B 18.4 B Cook St. On‐Ramp 3 17.0 B 17.2 B 17.9 B 2 Number of lanes are in the specified direction and is based on existing conditions. 4 LOS = Level of Service I‐ 1 0 WB  E B   1 EB = Eastbound; WB = Westbound 3 Density is measured by passenger cars per mile per lane (pc/mi/ln). Freeway Ramp Junction Merge/Diverge Analysis for EAPC (2022, Special Event) Conditions Fr e e w a y Di r e c t i o n Ramp or Segment Lanes on  Freeway2 Typical Operation Special Event SAT Peak Hour SAT Arrival SAT Departure 122 123 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 124 9.8 RECOMMENDED IMPROVEMENTS 9.8.1 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES AT INTERSECTIONS Improvement strategies have been recommended for those intersections identified as deficient for EAPC (2022, Special Event) traffic conditions. The recommended improvements would improve each location’s peak hour delay and achieve acceptable LOS standards. The effectiveness of the proposed recommended improvements is presented in Table 9-5 for EAPC (2022, Special Event) traffic conditions. Recommended improvements to address deficiencies for EAPC (2022, Special Event) traffic conditions are described below. Recommended Improvement – Cook Street & Market Place Drive (#8) • Contribute fair share of 12.1% towards the installation of a traffic signal The intersection of Cook Street and Market Place Drive is currently less than ¼ mile away from the adjacent signalized intersection of Cook Street and Country Club Drive. Although the minimum traffic signal spacing is typically ¼ mile between adjacent intersections, a traffic signal is required to improve the intersection to acceptable LOS. It is recommended that the signal timing is coordinated between the two intersections. The intersection operations analysis worksheets for EAPC (2022, Special Event) traffic conditions, with improvements, is included in Appendix 9.4 of this TIA. 9.8.2 RECOMMENDED IMPROVEMENTS TO ADDRESS OFF-RAMP QUEUES As shown previously on Table 9-2, there are no peak hour queuing issues anticipated at the I-10 Freeway at Cook Street interchange for EAPC (2022, Special Event) traffic conditions. As such, no improvements have been recommended. 9.8.3 RECOMMENDED IMPROVEMENTS TO ADDRESS DEFICIENCIES ON FREEWAY FACILITIES As shown previously on Table 9-3 and Table 9-4, all study area freeway mainline segments and ramp junctions are currently operating at an acceptable LOS for EAPC (2022, Special Event) traffic conditions. As such, no improvements have been recommended. 124 Table 9‐5 Delay2 Level of Traffic Northbound Southbound Eastbound Westbound (secs.) Service # Intersection Control3 L T R L T R L T R L T R PM SAT PM SAT 8 Cook St. & Market Place Dr. CSS 1 2 0 0 2 1 1 0 1 0 0 0 >100.0 >100.0 F F TS 1 2 0 0 2 1 1 0 1 0 0 0 9.8 15.3 A B *BOLD = LOS does not meet the applicable jurisdictional requirements (i.e., unacceptable LOS). 1 2 3 CSS = Cross‐street Stop; TS = Traffic Signal; TS = Improvement  L  =  Left;  T  =  Through;  R  =  Right; 1 = Improvement Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or  all way stop control.  For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements  sharing a single lane) are shown. Intersection Analysis for EAPC (2022, Special Event) Conditions With Improvements Intersection Approach Lanes1 ‐ Without Improvements ‐ With Improvements  When a right turn is designated, the lane can either be striped or unstriped.  To function as a right turn lane there must be sufficient width for right  turning vehicles to travel outside the through lanes. 125 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 126 This Page Intentionally Left Blank 126 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 127 10 REFERENCES 1. Riverside County Transportation Department. Traffic Impact Analysis Preparation Guide. County of Riverside : s.n., Updated April 2008. 2. Institute of Transportation Engineers. Trip Generation. 10th Edition. 2017. 3. Federal Highway Administration (FHWA). Managing Travel for Planned Special Events. s.l. : FHWA, 2003. 4. Transportation Research Board. Highway Capacity Manual (HCM). s.l. : National Academy of Sciences, 2010. 5. California Department of Transportation. Guide for the Preparation of Traffic Impact Studies. December 2002. 6. —. California Manual on Uniform Traffic Control Devices (MUTCD). [book auth.] California Department of Transportation. California Manual on Uniform Traffic Control Devices (CAMUTCD). 2014. 7. —. Freeway Performance Measurement (PeMS). [Online] [Cited: January 10, 2019.] http://pems.dot.ca.gov/. 8. Southern California Association of Governments. 2016 Regional Transportation Plan/Sustainable Communities Strategy. April 2016. 127 Desert Wave Traffic Impact Analysis 11825-04 TIA Report 128 This Page Intentionally Left Blank 128 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 1.1: APPROVED TRAFFIC STUDY SCOPING AGREEMENT Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank 11825-02 Scope REV December 20, 2018 (Revised) Mr. Randy Bowman City of Palm Desert 73510 Fred Waring Drive Palm Desert, CA 92260 SUBJECT: SCOPING AGREEMENT FOR DESERT WAVE TRAFFIC IMPACT ANALYSIS Dear Mr. Randy Bowman: The firm of Urban Crossroads, Inc. is pleased to submit this scoping agreement for Desert Wave (“Project”), which is located west of Desert Willow Drive, in the City of Palm Desert. It is our understanding that the Project is to consist of a 5.5-acre surf lagoon with restaurant, café, bar, two hotels with a maximum of 350 rooms and a maximum of 87 villas. The Project consists of two planning areas: The Surf Lagoon Planning Area and the Hotels and Villas Planning Area. The Surf Lagoon Planning Area will be developed in Phase 1 and the Hotels and Villas Planning Area will be developed at a later date. The traffic analysis will be conducted for the buildout of the Project with an anticipated opening year of 2022. Any related off-site mitigations will be provided with the first phase of the development, should the development be phased. Our goal is to obtain comments from City of Palm Desert staff, to ensure that the traffic study fully addresses the potential impacts of the proposed Project. The remainder of this letter describes the proposed analysis methodology, Project trip generation, trip distribution, and Project traffic assignment/project trips on the surrounding roadway network. The following scoping assumptions have been prepared in accordance with the County of Riverside’s Traffic Impact Analysis Preparation Guide (April 2008) as the City of Palm Desert does not have its own traffic impact analysis guidelines. The preliminary site plan for the proposed Project is shown on Exhibit 1. Access to the Project site will be provided via the following roadways: •Desert Willow Drive on Country Club Drive (full access) •Market Place Drive on Cook Street (full access) Exhibit 2 depicts the location of the proposed Project in relation to the existing roadway network. TRIP GENERATION In accordance with County of Riverside’s Traffic Impact Analysis Preparation Guide, the Project trip generation rates to be used for the traffic impact analysis has been based on the Institute of Transportation Engineers (ITE) Trip Generation manual, 10th Edition (2017) for hotel and restaurant 1.1-1 Mr. Randy Bowman City of Palm Desert December 20, 2018 Page 2 of 5 11825-02 Scope REV uses. Trip generation estimates for the Surf Lagoon has been calculated based on the expected number of guests and a vehicle occupancy of 2.4. Trip Generation has been calculated for Weekday PM peak hour and weekend (Saturday) peak hour for typical operations and summarized in Table 1A. The proposed Project is anticipated to generate a net total of 5,311 trip-ends per day on a typical weekday with 288 vehicles per hour (VPH) during the weekday PM peak hour and 430 VPH during the weekend peak hour. The trip generation estimate during special event has been calculated based on estimated 3,500 guests per day and approximately 25% of the guests arriving or departing during the peak hour. As shown in Table 1B, the proposed Project (Weekend Special Event) is anticipated to generate a net total of 7,078 trip-ends per day on a typical weekend during a special event with 743 vehicles per hour (VPH) during the arrival peak hour and the departure peak hour. TRIP DISTRIBUTION The trip distribution patterns for typical operation of the Project are graphically depicted on Exhibit 3. The trip distributions have been developed based on past work experience in the vicinity of the Project site and refined to reflect the roadway network and the surrounding uses in the vicinity of the proposed Project as they exist today. The Project trip distribution patterns for Special Events are depicted on Exhibit 4 STUDY AREA INTERSECTIONS The traffic impact study area was defined in conformance with the requirements of County of Riverside’s Traffic Impact Analysis Preparation Guide. Consistent with the County’s TIA guidelines, study area intersections have been identified for the Project based on the contribution of 50 or more peak hour trips. Based on this criterion, anticipated trip generation and trip distribution, the following intersections will be evaluated: ID Intersection Location Jurisdiction 1 Monterey Av. / Country Club Dr. City of Palm Desert, City of Rancho Mirage 2 Portola Av. / Country Club Dr. City of Palm Desert 3 Desert Willow Dr. / Country Club Dr. City of Palm Desert 4 Cook St. / I-10 WB Ramps Caltrans, County of Riverside 5 Cook St. / I-10 EB Ramps Caltrans, City of Palm Desert 6 Cook St. / Gerald Ford Dr. City of Palm Desert 1.1-2 Mr. Randy Bowman City of Palm Desert December 20, 2018 Page 3 of 5 11825-02 Scope REV 7 Cook St. / Frank Sinatra Dr. City of Palm Desert 8 Cook St. / Market Place Dr. City of Palm Desert 9 Cook St. / Country Club Dr. City of Palm Desert 10 Cook St. / Hovley Ln. City of Palm Desert 11 El Dorado Dr. / Country Club Dr. City of Palm Desert 12 Tamarisk Row Dr./Oasis Club Dr. / Country Club Dr. City of Palm Desert Exhibit 2 presents the study area intersection analysis locations. FREEWAYS • Freeway segment analysis will be conducted for segments of I-10 Freeway, west and east of Cook Street (2 segments each direction) based on the currently accepted Highway Capacity Manual (HCM 6th Edition) Basic Freeway Segment Analysis methodology. • Freeway merge/diverge analysis will be conducted for ramp junctions on I-10 Freeway, west and east of Cook Street (4 ramp junctions) based on the currently accepted Highway Capacity Manual (HCM 6th Edition Freeway Ramp Merge/Diverge Analysis methodology. • Freeway off-ramp queuing analysis will be conducted at the I-10 Freeway/Cook Street interchange. TRAFFIC COUNTS Traffic count data will be count during Thursday PM (3pm to 7 pm), Friday PM (3pm to 7pm) peak period and Saturday mid-day (10 am to 2 pm) peak period. A comparison will be made between the Thursday PM and Friday PM count data and the Weekday PM analysis will be conducted for the worst-case. Traffic counts will be scheduled from January 10-12, 2019. AMBIENT GROWTH ASSUMPTIONS The ambient growth rate of 8.24% will be utilized for an opening year of 2022 (2% compounded over 4 years). ANALYSIS SCENARIOS The following analysis scenarios are proposed for this traffic study: 1.1-3 Mr. Randy Bowman City of Palm Desert December 20, 2018 Page 4 of 5 11825-02 Scope REV • Existing (2018) • Existing Plus Project (E+P) • Existing Plus Ambient Growth Plus Project (E+A+P) (2022) • Existing Plus Ambient Growth Plus Project (E+A+P) (2022) – Special Event* • Existing Plus Ambient Growth Plus Cumulative Projects Plus Project (E+A+C+P) (2022) • Existing Plus Ambient Growth Plus Cumulative Projects Plus Project (E+A+C+P) (2022) – Special Event* *Mitigation for potential impacts identified for the Special Event scenarios will be based on traffic signal modification or other traffic management strategies and not physical roadway improvements. LEVEL OF SERVICE (LOS) CRITERIA Per the City of Palm Desert’s General Plan, LOS D as the threshold for acceptable traffic conditions on the circulation network. PREFERRED ANALYSIS METHODOLOGY For the purposes of this analysis, signalized intersection operations analysis will be based on the methodology described in the Highway Capacity Manual (6th Edition). Intersection LOS operations are based on an intersection’s average control delay. Unsignalized intersections will be evaluated using the methodology described in the HCM 6th Edition. At two-way or side-street stop-controlled intersections, LOS is calculated for each controlled movement and for the left turn movement from the major street, as well as for the intersection as a whole. For approaches composed of a single lane, the delay is computed as the average of all movements in that lane. OPEN ITEMS - CUMULATIVE DEVELOPMENT PROJECTS Please provide a list of cumulative projects to be included in the analysis. The County of Riverside and City of Rancho Mirage will also be consulted for their input on cumulative projects within their jurisdiction. SPECIAL ISSUES The following issues will also be addressed as part of the TIA: • Site Access Evaluation: Recommendations regarding site access and internal circulation features to accommodate peak hour traffic volumes will be included in the traffic study. Queuing analyses will be prepared for all turn lanes into the project site for “with project” scenarios. 1.1-4 Mr. Randy Bowman City of Palm Desert December 20, 2018 Page 5 of 5 11825-02 Scope REV • Event Traffic Management: Recommendations regarding site access and internal circulation features to accommodate vehicular, pedestrian and transit during planned special activities will be included in the traffic study. • Traffic Signal Warrant Analysis: Signal warrant analysis will be prepared for unsignalized intersections for all study scenarios, except when an intersection is warranted in an earlier scenario. Peak hour volume based warrants (CA MUTCD Warrant 3) will be utilized for existing conditions. For future scenarios, CA MUTCD Figure 4C-103, Traffic Signals Warrant Worksheet (Average Traffic Estimate Form) will be utilized. If you have any questions, please contact me directly at (949) 336-5992. Respectfully submitted, URBAN CROSSROADS, INC. Aric Evatt, PTP Pranesh Tarikere, PE President Senior Engineer 1.1-5 1.1-6 1.1-7 1.1-8 1.1-9 Table 1A ITE Weekday Land Use Code Units2 In Out Total In Out Total Daily Resort Hotel3 330 Rooms 0.18 0.23 0.41 0.40 0.32 0.72 8.36 Surf Lagoon4 High‐Turnover (Sit‐Down) Restaurant 932 TSF 6.06 3.71 9.77 5.71 5.48 11.19 112.18 Weekday Land Use In Out Total In Out Total Daily  Hotel/Villas 437         Rooms 79       101    179      175      140      315     3,653         Surf Lagoon4 1,350      Guests 31       31      62         31         31        62       1,125         Restaurant/Café/Bar5 9.500      TSF 58       35      93         54         52        106     1,066         ‐29       ‐18      ‐47        ‐27        ‐26       ‐53       ‐533           29      18     47        27        26       53      533            139     150    288      233      197     430     5,311         1  Source:  ITE (Institute of Transportation Engineers) Trip Generation, 10th Edition, 2017. 2  TSF = Thousand Square Feet 3  No weekend or weekday daily data available for ITE Land Use 330.  As such, weekday daily and Saturday data for Hotel (ITE Land Use 310) has been utilized. 4  Vehicle trips are calculated based on estimated number of guests during normal operations and vehicle occupancy of 2.4. 5 Trips have been calculated based on rates for LUC 932 ‐ High‐Turnover (Sit‐Down) Restaurant. 6   Internal capture reductions reduction of 50% has been applied as a significant portion of the patrons would be internal to the resort. TOTAL Restaurant/Café/Bar Subtotal Internal Trip Reduction6 Project Trip Generation Rates1 Project Trip Generation Summary Quantity Weekday Weekend Peak Hour PM Peak Hour N/A Project Trip Generation Summary ‐ Typical Operation Weekday Weekend  Peak Hour3PM Peak Hour 1.1-10 Table 1B ITE Weekend Land Use Code Units2 In Out Total In Out Total Daily Resort Hotel3 330 Rooms 0.40 0.32 0.72 0.40 0.32 0.72 8.19 Surf Lagoon4 High‐Turnover (Sit‐Down) Restaurant 932 TSF 5.71 5.48 11.19 5.71 5.48 11.19 122.40 Weekend Land Use In Out Total In Out Total Daily  Hotel/Villas 437         Rooms 175     140    315      175      140      315     3,579         Surf Lagoon4 3,500      Guests 365     10      375      10        365      375     2,917         Restaurant/Café/Ba 5 9.500      TSF 54       52      106      54        52        106     1,163         ‐27       ‐26      ‐53        ‐27        ‐26       ‐53       ‐582           27      26     53        27        26       53      582            567     176    743      212      531      743     7,078         1  Source:  ITE (Institute of Transportation Engineers) Trip Generation, 10th Edition, 2017 2  TSF = Thousand Square Feet 3  No weekend data available for ITE Land Use 330.  As such, weekday daily and Saturday data for Hotel (ITE Land Use 310) has been utilized 4  Vehicle trips are calculated based on estimated number of guests during special events and vehicle occupancy of 2.4 5 Trips have been calculated based on rates for LUC 932 ‐ High‐Turnover (Sit‐Down) Restaurant 6   Internal capture reductions reduction of 50% has been applied as a significant portion of the patrons would be internal to the resort. Project Trip Generation Summary ‐ Weekend Special Event Departure  Peak Hour3 Project Trip Generation Rates 1 Arrival Peak Hour3 N/A Departure  Peak Hour3 Quantity Arrival  Peak Hour3 Project Trip Generation Summary Internal Trip Reduction6 Restaurant/Café/Bar Subtotal TOTAL 1.1-11 This Page Intentionally Left Blank Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 1.2: SITE ADJACENT QUEUING ANALYSIS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Queuing and Blocking Report EAPC (2022) - Weekday PM Peak Hour With Improvements 01/24/2019 Desert Wave TIA (JN 11825)SimTraffic Report Urban Crossroads, Inc.Page 1 Intersection: 3: Desert Willow Dr. & Country Club Dr. Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served L L T T L T T R L TR L L Maximum Queue (ft) 108 103 329 366 190 226 235 34 100 112 49 92 Average Queue (ft) 31 56 115 130 48 119 133 9 37 61 7 43 95th Queue (ft)74 95 232 256 114 207 221 24 69 99 29 81 Link Distance (ft)3824 3824 1218 1218 1218 789 720 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 160 160 110 50 100 Storage Blk Time (%)4 1 1 9 9 17 0 Queuing Penalty (veh)6 0 4 7 13 11 0 Intersection: 3: Desert Willow Dr. & Country Club Dr. Movement SB Directions Served T Maximum Queue (ft)28 Average Queue (ft)1 95th Queue (ft)10 Link Distance (ft)720 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Cook St. & Market Place Dr. Movement EB EB NB NB NB SB SB SB Directions Served L R L T T T T R Maximum Queue (ft) 177 72 192 233 211 160 169 61 Average Queue (ft) 98 33 34 54 62 44 58 12 95th Queue (ft)162 59 95 162 162 121 126 41 Link Distance (ft)608 846 846 4271 4271 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 200 120 130 Storage Blk Time (%)2 0 Queuing Penalty (veh)1 0 Zone Summary Zone wide Queuing Penalty: 42 1.2-1 Queuing and Blocking Report EAPC (2022) - Typical Saturday Peak Hour With Improvements 01/24/2019 Desert Wave TIA (JN 11825)SimTraffic Report Urban Crossroads, Inc.Page 1 Intersection: 3: Desert Willow Dr. & Country Club Dr. Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served L L T T L T T R L TR L L Maximum Queue (ft) 105 162 206 221 200 251 234 34 68 94 48 96 Average Queue (ft) 35 56 80 89 77 89 93 11 35 42 16 40 95th Queue (ft)84 108 173 190 144 190 202 28 60 75 43 79 Link Distance (ft)3824 3824 1218 1218 1218 789 720 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 160 160 110 50 100 Storage Blk Time (%)1 2 5 7 9 6 0 Queuing Penalty (veh)2 3 15 8 7 4 0 Intersection: 3: Desert Willow Dr. & Country Club Dr. Movement SB Directions Served T Maximum Queue (ft)31 Average Queue (ft)2 95th Queue (ft)14 Link Distance (ft)720 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Cook St. & Market Place Dr. Movement EB EB NB NB NB SB SB SB Directions Served L R L T T T T R Maximum Queue (ft) 159 71 94 114 93 158 157 155 Average Queue (ft) 94 27 38 18 19 45 52 26 95th Queue (ft)145 53 75 60 62 130 134 89 Link Distance (ft)608 846 846 4271 4271 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 200 120 130 Storage Blk Time (%)0 1 0 Queuing Penalty (veh)0 1 0 Zone Summary Zone wide Queuing Penalty: 40 1.2-2 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 3.1: EXISTING TRAFFIC COUNTS – JANUARY 2019 Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 70 2 3 0 2 4 1 3 3 2 4 51 9 8 3 5 0 1 8 4 60 2 6 4 4 7 1 6 3 7 1 32 1 7 6 4 6 0 2 5 4 29 1 1 3 3 1 1 6 2 03 : 1 5 P M 36 2 1 9 2 1 1 3 2 7 6 71 1 0 7 4 4 0 2 2 2 60 2 7 9 4 2 1 6 3 8 1 33 1 5 2 4 2 0 2 2 7 29 1 1 0 6 1 1 3 5 03 : 3 0 P M 65 2 1 6 1 8 7 2 9 9 44 1 1 9 5 1 0 2 1 4 56 2 7 1 4 0 1 7 3 6 7 40 1 9 3 6 7 0 3 0 0 24 1 1 8 0 1 2 0 4 03 : 4 5 P M 42 2 5 2 2 8 1 9 3 2 2 60 1 1 7 4 1 0 2 1 8 53 2 3 0 5 0 1 6 3 3 3 57 1 5 3 5 0 0 2 6 0 35 1 1 3 3 1 1 6 8 To t a l 21 3 91 7 91 5 2 12 2 1 22 6 44 1 17 1 0 83 8 22 9 10 4 4 17 9 6 5 14 5 2 16 2 67 4 20 5 0 10 4 1 11 7 45 5 2 46 6 9 04 : 0 0 P M 52 2 1 4 2 5 1 8 2 9 1 45 8 7 3 8 0 1 7 0 44 2 5 9 4 5 1 8 3 4 8 31 1 4 3 5 4 0 2 2 8 36 1 0 3 7 1 0 7 3 04 : 1 5 P M 45 2 3 7 2 4 1 8 3 0 6 60 1 1 8 3 1 0 2 0 9 52 2 5 0 5 4 2 1 3 5 6 42 1 7 6 6 2 0 2 8 0 39 1 1 5 1 1 1 9 0 04 : 3 0 P M 55 2 2 6 1 7 9 2 9 8 56 7 5 3 3 0 1 6 4 38 2 5 1 3 8 1 4 3 2 7 43 1 8 1 5 1 0 2 7 5 23 1 0 6 4 1 0 8 7 04 : 4 5 P M 40 2 2 9 2 7 1 9 2 9 6 68 7 3 3 5 0 1 7 6 43 2 4 4 3 1 1 2 3 1 8 41 1 6 2 7 2 1 2 7 5 32 1 0 6 5 1 0 9 7 To t a l 19 2 90 6 93 6 4 11 9 1 22 9 35 3 13 7 0 71 9 17 7 10 0 4 16 8 6 5 13 4 9 15 7 66 2 23 9 1 10 5 8 13 0 43 1 7 44 4 7 05 : 0 0 P M 61 2 4 5 2 5 1 7 3 3 1 44 7 8 2 9 0 1 5 1 64 2 6 9 5 0 1 7 3 8 3 34 2 0 4 7 3 0 3 1 1 34 1 1 7 6 1 2 1 0 05 : 1 5 P M 45 2 0 3 2 3 1 3 2 7 1 61 9 6 4 0 0 1 9 7 49 2 3 0 3 9 8 3 1 8 35 1 6 9 7 5 0 2 7 9 21 1 0 6 5 1 0 8 6 05 : 3 0 P M 51 2 0 7 1 6 1 0 2 7 4 48 8 7 3 7 0 1 7 2 44 2 5 1 2 8 1 0 3 2 3 35 1 3 3 5 0 0 2 1 8 20 9 8 7 1 0 0 7 05 : 4 5 P M 64 1 9 4 1 5 1 1 2 7 3 52 6 2 2 7 0 1 4 1 29 1 9 8 2 5 3 2 5 2 24 1 4 1 3 0 1 1 9 5 15 8 6 1 8 7 6 To t a l 22 1 84 9 79 5 1 11 4 9 20 5 32 3 13 3 0 66 1 18 6 94 8 14 2 3 8 12 7 6 12 8 64 7 22 8 1 10 0 3 90 40 8 9 41 7 9 06 : 0 0 P M 48 1 8 6 1 2 4 2 4 6 41 6 8 2 1 0 1 3 0 28 2 1 0 3 0 1 2 2 6 8 24 8 8 3 3 0 1 4 5 16 7 8 9 8 0 5 06 : 1 5 P M 40 1 1 2 1 8 8 1 7 0 45 8 1 1 7 0 1 4 3 26 1 6 3 3 4 1 3 2 2 3 18 1 1 2 3 5 0 1 6 5 21 7 0 1 7 2 2 06 : 3 0 P M 29 1 4 3 1 5 8 1 8 7 35 8 6 1 2 0 1 3 3 31 1 5 3 3 0 1 5 2 1 4 19 7 6 3 4 0 1 2 9 23 6 6 3 6 8 6 06 : 4 5 P M 30 1 2 0 9 5 1 5 9 28 4 5 1 5 0 8 8 23 1 1 3 2 7 1 1 1 6 3 15 8 1 2 2 0 1 1 8 16 5 2 8 5 4 4 To t a l 14 7 56 1 54 2 5 76 2 14 9 28 0 65 0 49 4 10 8 63 9 12 1 5 1 86 8 76 35 7 12 4 0 55 7 76 26 8 1 27 5 7 Gr a n d T o t a l 77 3 3 2 3 3 3 1 7 1 9 2 4 3 2 3 80 9 1 3 9 7 5 0 6 0 2 7 1 2 70 0 3 6 3 5 6 1 0 2 1 9 4 9 4 5 52 3 2 3 4 0 7 9 6 2 3 6 5 9 41 3 1 5 6 3 9 1 6 0 5 2 Ap p r c h % 17 . 9 7 4 . 8 7 . 3 29 . 8 5 1 . 5 1 8 . 7 14 . 2 7 3 . 5 1 2 . 3 14 . 3 6 4 2 1 . 8 To t a l % 4. 9 2 0 . 7 2 27 . 6 5. 2 8 . 9 3 . 2 17 . 3 4. 5 2 3 . 2 3 . 9 31 . 6 3. 3 1 5 5 . 1 23 . 4 2. 6 9 7 . 4 Pa s s e n g e r V e h i c l e s 76 2 32 0 9 31 4 44 7 5 80 5 13 8 1 49 5 26 8 1 68 9 35 6 5 59 6 50 6 2 51 8 23 1 3 78 7 36 2 0 0 0 15 8 3 8 % P a s s e n g e r V e h i c l e s 98 . 6 9 9 . 3 9 9 . 1 9 9 9 9 . 1 99 . 5 9 8 . 9 9 7 . 8 0 9 8 . 9 98 . 4 9 8 . 1 9 7 . 7 9 6 . 8 9 8 99 9 8 . 8 9 8 . 9 1 0 0 9 8 . 9 0 0 9 8 . 7 La r g e 2 A x l e V e h i c l e s 9 16 2 28 3 15 8 26 11 56 13 86 5 23 8 36 0 0 17 6 % L a r g e 2 A x l e V e h i c l e s 1. 2 0 . 5 0 . 6 0 . 5 0 . 6 0. 4 1 . 1 1 . 6 0 1 1. 6 1 . 5 2 . 1 2 . 7 1 . 7 1 1 1 0 1 0 0 1 . 1 3 A x l e V e h i c l e s 0 2 0 2 0 0 2 2 0 7 0 7 0 3 1 4 0 0 15 % 3 A x l e V e h i c l e s 0 0 . 1 0 0 0 0 0 0 . 4 0 0 . 1 0 0 . 2 0 0 0 . 1 0 0 . 1 0 . 1 0 0 . 1 0 0 0 . 1 4+ A x l e T r u c k s 2 6 1 10 1 1 1 3 0 7 1 9 0 1 0 1 0 0 23 % 4 + A x l e T r u c k s 0. 3 0 . 2 0 . 3 0 . 5 0 . 2 0. 1 0 . 1 0 . 2 0 0 . 1 0 0 . 2 0 . 2 0 . 5 0 . 2 0 0 0 0 0 0 0 0 . 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-1 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 70 23 0 2 4 32 4 51 9 8 3 5 1 8 4 60 26 4 4 7 3 7 1 32 1 7 6 4 6 2 5 4 11 3 3 03 : 1 5 P M 36 2 1 9 2 1 2 7 6 71 10 7 4 4 22 2 60 27 9 42 38 1 33 1 5 2 4 2 2 2 7 11 0 6 03 : 3 0 P M 65 2 1 6 1 8 2 9 9 44 11 9 5 1 21 4 56 2 7 1 4 0 3 6 7 40 19 3 6 7 3 0 0 11 8 0 03 : 4 5 P M 42 25 2 2 8 32 2 60 1 1 7 4 1 2 1 8 53 2 3 0 50 33 3 57 15 3 5 0 2 6 0 11 3 3 To t a l V o l u m e 21 3 91 7 91 12 2 1 22 6 44 1 17 1 83 8 22 9 10 4 4 17 9 14 5 2 16 2 67 4 20 5 10 4 1 45 5 2 % A p p . T o t a l 17 . 4 75 . 1 7. 5 27 52 . 6 20 . 4 15 . 8 71 . 9 12 . 3 15 . 6 64 . 7 19 . 7 PH F .7 6 1 .9 1 0 .8 1 3 .9 4 2 .7 9 6 .9 2 6 .8 3 8 .9 4 4 .9 5 4 .9 3 5 .8 9 5 .9 5 3 .7 1 1 .8 7 3 .7 6 5 .8 6 8 .9 6 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-2 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 91 Th r u 91 7 Le f t 21 3 In Ou t To t a l 13 7 7 12 2 1 25 9 8 Right 171 Thru 441 Left 226 Out TotalIn 1066 838 1904 Le f t 22 9 Th r u 10 4 4 Ri g h t 17 9 Ou t To t a l In 13 4 8 14 5 2 28 0 0 Left 162 Thru 674 Right 205 Total OutIn 761 1041 1802 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-3 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 1 5 P M 03 : 0 0 P M 03 : 0 0 P M 04 : 1 5 P M +0 m i n s . 45 2 3 7 2 4 3 0 6 51 9 8 3 5 1 8 4 60 26 4 4 7 3 7 1 42 1 7 6 6 2 28 0 +1 5 m i n s . 55 2 2 6 1 7 2 9 8 71 10 7 4 4 22 2 60 27 9 42 38 1 43 18 1 5 1 27 5 +3 0 m i n s . 40 2 2 9 27 29 6 44 11 9 5 1 21 4 56 2 7 1 4 0 3 6 7 41 1 6 2 7 2 27 5 +4 5 m i n s . 61 2 4 5 25 33 1 60 1 1 7 4 1 2 1 8 53 2 3 0 50 33 3 34 20 4 7 3 31 1 To t a l V o l u m e 20 1 93 7 93 12 3 1 22 6 44 1 17 1 83 8 22 9 10 4 4 17 9 14 5 2 16 0 72 3 25 8 11 4 1 % A p p . T o t a l 16 . 3 76 . 1 7. 6 27 52 . 6 20 . 4 15 . 8 71 . 9 12 . 3 14 63 . 4 22 . 6 PH F .8 2 4 .9 5 6 .8 6 1 .9 3 0 .7 9 6 .9 2 6 .8 3 8 .9 4 4 .9 5 4 .9 3 5 .8 9 5 .9 5 3 .9 3 0 .8 8 6 .8 8 4 .9 1 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-4 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 68 2 2 5 2 4 1 3 3 1 7 50 9 8 3 2 0 1 8 0 58 2 5 5 4 5 1 4 3 5 8 32 1 7 3 4 4 0 2 4 9 27 1 1 0 4 1 1 3 1 03 : 1 5 P M 35 2 1 5 2 0 1 2 2 7 0 71 1 0 3 4 3 0 2 1 7 60 2 7 7 4 0 1 5 3 7 7 31 1 5 1 4 0 0 2 2 2 27 1 0 8 6 1 1 1 3 03 : 3 0 P M 62 2 1 4 1 7 7 2 9 3 44 1 1 8 4 9 0 2 1 1 53 2 6 1 3 9 1 6 3 5 3 40 1 8 9 6 6 0 2 9 5 23 1 1 5 2 1 1 7 5 03 : 4 5 P M 42 2 4 9 2 8 1 9 3 1 9 60 1 1 3 4 1 0 2 1 4 53 2 2 4 4 9 1 5 3 2 6 57 1 5 1 5 0 0 2 5 8 34 1 1 1 7 1 1 5 1 To t a l 20 7 90 3 89 5 1 11 9 9 22 5 43 2 16 5 0 82 2 22 4 10 1 7 17 3 6 0 14 1 4 16 0 66 4 20 0 0 10 2 4 11 1 44 5 9 45 7 0 04 : 0 0 P M 50 2 1 2 2 5 1 8 2 8 7 45 8 4 3 7 0 1 6 6 44 2 4 9 4 3 1 7 3 3 6 30 1 4 1 5 3 0 2 2 4 35 1 0 1 3 1 0 4 8 04 : 1 5 P M 45 2 3 7 2 4 1 8 3 0 6 59 1 1 7 3 1 0 2 0 7 52 2 4 4 5 3 2 1 3 4 9 41 1 7 2 6 2 0 2 7 5 39 1 1 3 7 1 1 7 6 04 : 3 0 P M 54 2 2 5 1 7 9 2 9 6 56 7 5 3 2 0 1 6 3 37 2 4 5 3 7 1 3 3 1 9 43 1 7 7 5 1 0 2 7 1 22 1 0 4 9 1 0 7 1 04 : 4 5 P M 40 2 2 9 2 7 1 9 2 9 6 68 7 2 3 5 0 1 7 5 43 2 3 9 3 1 1 2 3 1 3 41 1 6 2 7 2 1 2 7 5 32 1 0 5 9 1 0 9 1 To t a l 18 9 90 3 93 6 4 11 8 5 22 8 34 8 13 5 0 71 1 17 6 97 7 16 4 6 3 13 1 7 15 5 65 2 23 8 1 10 4 5 12 8 42 5 8 43 8 6 05 : 0 0 P M 61 2 4 3 2 5 1 7 3 2 9 44 7 7 2 9 0 1 5 0 63 2 6 6 4 8 1 7 3 7 7 34 2 0 3 7 2 0 3 0 9 34 1 1 6 5 1 1 9 9 05 : 1 5 P M 44 2 0 3 2 3 1 3 2 7 0 60 9 6 4 0 0 1 9 6 46 2 2 9 3 8 8 3 1 3 34 1 6 8 7 5 0 2 7 7 21 1 0 5 6 1 0 7 7 05 : 3 0 P M 50 2 0 5 1 6 1 0 2 7 1 47 8 6 3 6 0 1 6 9 44 2 4 8 2 8 1 0 3 2 0 35 1 3 1 5 0 0 2 1 6 20 9 7 6 9 9 6 05 : 4 5 P M 64 1 9 4 1 5 1 1 2 7 3 52 6 2 2 6 0 1 4 0 29 1 9 7 2 5 3 2 5 1 24 1 3 9 2 9 1 1 9 2 15 8 5 6 8 7 1 To t a l 21 9 84 5 79 5 1 11 4 3 20 3 32 1 13 1 0 65 5 18 2 94 0 13 9 3 8 12 6 1 12 7 64 1 22 6 1 99 4 90 40 5 3 41 4 3 06 : 0 0 P M 48 1 8 6 1 2 4 2 4 6 41 6 8 2 0 0 1 2 9 27 2 0 7 2 9 1 2 2 6 3 24 8 7 3 3 0 1 4 4 16 7 8 2 7 9 8 06 : 1 5 P M 40 1 1 1 1 7 7 1 6 8 45 8 1 1 7 0 1 4 3 26 1 6 2 3 4 1 3 2 2 2 18 1 1 2 3 5 0 1 6 5 20 6 9 8 7 1 8 06 : 3 0 P M 29 1 4 1 1 5 8 1 8 5 35 8 6 1 2 0 1 3 3 31 1 5 1 3 0 1 5 2 1 2 19 7 6 3 3 0 1 2 8 23 6 5 8 6 8 1 06 : 4 5 P M 30 1 2 0 9 5 1 5 9 28 4 5 1 5 0 8 8 23 1 1 1 2 7 1 1 1 6 1 15 8 1 2 2 0 1 1 8 16 5 2 6 5 4 2 To t a l 14 7 55 8 53 2 4 75 8 14 9 28 0 64 0 49 3 10 7 63 1 12 0 5 1 85 8 76 35 6 12 3 0 55 5 75 26 6 4 27 3 9 Gr a n d T o t a l 76 2 3 2 0 9 3 1 4 1 9 0 4 2 8 5 80 5 1 3 8 1 4 9 5 0 2 6 8 1 68 9 3 5 6 5 5 9 6 2 1 2 4 8 5 0 51 8 2 3 1 3 7 8 7 2 3 6 1 8 40 4 1 5 4 3 4 1 5 8 3 8 Ap p r c h % 17 . 8 7 4 . 9 7 . 3 30 5 1 . 5 1 8 . 5 14 . 2 7 3 . 5 1 2 . 3 14 . 3 6 3 . 9 2 1 . 8 To t a l % 4. 9 2 0 . 8 2 2 7 . 8 5. 2 8 . 9 3 . 2 1 7 . 4 4. 5 2 3 . 1 3 . 9 3 1 . 4 3. 4 1 5 5 . 1 2 3 . 4 2. 6 9 7 . 4 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 68 22 5 2 4 3 1 7 50 9 8 3 2 1 8 0 58 2 5 5 4 5 3 5 8 32 1 7 3 4 4 2 4 9 11 0 4 03 : 1 5 P M 35 2 1 5 2 0 2 7 0 71 10 3 4 3 21 7 60 2 7 7 40 37 7 31 1 5 1 4 0 2 2 2 10 8 6 03 : 3 0 P M 62 2 1 4 1 7 2 9 3 44 11 8 4 9 21 1 53 2 6 1 3 9 3 5 3 40 18 9 6 6 2 9 5 11 5 2 03 : 4 5 P M 42 24 9 2 8 3 1 9 60 1 1 3 4 1 2 1 4 53 2 2 4 49 32 6 57 15 1 5 0 2 5 8 11 1 7 To t a l V o l u m e 20 7 90 3 89 11 9 9 22 5 43 2 16 5 82 2 22 4 10 1 7 17 3 14 1 4 16 0 66 4 20 0 10 2 4 44 5 9 % A p p . T o t a l 17 . 3 75 . 3 7. 4 27 . 4 52 . 6 20 . 1 15 . 8 71 . 9 12 . 2 15 . 6 64 . 8 19 . 5 PH F .7 6 1 .9 0 7 .7 9 5 .9 4 0 .7 9 2 .9 1 5 .8 4 2 .9 4 7 .9 3 3 .9 1 8 .8 8 3 .9 3 8 .7 0 2 .8 7 8 .7 5 8 .8 6 8 .9 6 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-5 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 89 Th r u 90 3 Le f t 20 7 In Ou t To t a l 13 4 2 11 9 9 25 4 1 Right 165 Thru 432 Left 225 Out TotalIn 1044 822 1866 Le f t 22 4 Th r u 10 1 7 Ri g h t 17 3 Ou t To t a l In 13 2 8 14 1 4 27 4 2 Left 160 Thru 664 Right 200 Total OutIn 745 1024 1769 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-6 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 68 22 5 2 4 3 1 7 50 9 8 3 2 1 8 0 58 2 5 5 4 5 3 5 8 32 1 7 3 4 4 24 9 +1 5 m i n s . 35 2 1 5 2 0 2 7 0 71 10 3 4 3 21 7 60 2 7 7 40 37 7 31 1 5 1 4 0 22 2 +3 0 m i n s . 62 2 1 4 1 7 2 9 3 44 11 8 4 9 21 1 53 2 6 1 3 9 3 5 3 40 18 9 6 6 29 5 +4 5 m i n s . 42 24 9 2 8 3 1 9 60 1 1 3 4 1 2 1 4 53 2 2 4 49 32 6 57 15 1 5 0 25 8 To t a l V o l u m e 20 7 90 3 89 11 9 9 22 5 43 2 16 5 82 2 22 4 10 1 7 17 3 14 1 4 16 0 66 4 20 0 10 2 4 % A p p . T o t a l 17 . 3 75 . 3 7. 4 27 . 4 52 . 6 20 . 1 15 . 8 71 . 9 12 . 2 15 . 6 64 . 8 19 . 5 PH F .7 6 1 .9 0 7 .7 9 5 .9 4 0 .7 9 2 .9 1 5 .8 4 2 .9 4 7 .9 3 3 .9 1 8 .8 8 3 .9 3 8 .7 0 2 .8 7 8 .7 5 8 .8 6 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-7 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 2 5 0 0 7 1 0 1 0 2 2 8 2 2 1 2 0 3 1 0 4 2 2 5 2 7 03 : 1 5 P M 1 1 1 1 3 0 4 1 0 5 0 2 2 1 4 2 1 2 0 5 2 1 7 1 9 03 : 3 0 P M 3 0 1 0 4 0 1 2 0 3 3 8 1 1 1 2 0 4 1 0 5 1 2 4 2 5 03 : 4 5 P M 0 3 0 0 3 0 4 0 0 4 0 5 0 0 5 0 2 0 0 2 0 1 4 1 4 To t a l 6 9 2 1 17 1 9 4 0 14 5 23 5 4 33 2 10 4 0 16 5 80 85 04 : 0 0 P M 0 1 0 0 1 0 3 1 0 4 0 8 2 1 1 0 1 2 1 0 4 1 1 9 2 0 04 : 1 5 P M 0 0 0 0 0 1 1 0 0 2 0 6 1 0 7 1 3 0 0 4 0 1 3 1 3 04 : 3 0 P M 1 1 0 0 2 0 0 0 0 0 1 4 1 1 6 0 4 0 0 4 1 1 2 1 3 04 : 4 5 P M 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 3 3 To t a l 1 2 0 0 3 1 5 1 0 7 1 20 4 2 25 2 9 1 0 12 2 47 49 05 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 1 2 2 0 5 0 1 1 0 2 0 9 9 05 : 1 5 P M 1 0 0 0 1 0 0 0 0 0 3 1 1 0 5 1 0 0 0 1 0 7 7 05 : 3 0 P M 1 1 0 0 2 1 1 1 0 3 0 3 0 0 3 0 2 0 0 2 0 1 0 1 0 05 : 4 5 P M 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 0 1 0 1 0 3 3 To t a l 2 3 0 0 5 1 1 2 0 4 4 7 3 0 14 1 3 2 0 6 0 29 29 06 : 0 0 P M 0 0 0 0 0 0 0 1 0 1 1 3 1 0 5 0 1 0 0 1 0 7 7 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 5 5 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 2 0 0 2 0 0 1 0 1 1 6 1 0 8 0 1 1 0 2 0 13 13 Gr a n d T o t a l 9 1 6 2 1 2 7 3 1 5 8 0 2 6 11 5 6 1 3 6 8 0 5 2 3 8 0 3 6 7 1 6 9 1 7 6 Ap p r c h % 33 . 3 5 9 . 3 7 . 4 11 . 5 5 7 . 7 3 0 . 8 13 . 8 7 0 1 6 . 2 13 . 9 6 3 . 9 2 2 . 2 To t a l % 5. 3 9 . 5 1 . 2 1 6 1. 8 8 . 9 4 . 7 1 5 . 4 6. 5 3 3 . 1 7 . 7 4 7 . 3 3 1 3 . 6 4 . 7 2 1 . 3 4 9 6 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 2 5 0 7 1 0 1 2 2 8 2 12 0 3 1 4 25 03 : 1 5 P M 1 1 1 3 0 4 1 5 0 2 2 4 2 1 2 5 17 03 : 3 0 P M 3 0 1 4 0 1 2 3 3 8 1 1 2 0 4 1 5 24 03 : 4 5 P M 0 3 0 3 0 4 0 4 0 5 0 5 0 2 0 2 14 To t a l V o l u m e 6 9 2 17 1 9 4 14 5 23 5 33 2 10 4 16 80 % A p p . T o t a l 35 . 3 52 . 9 11 . 8 7. 1 64 . 3 28 . 6 15 . 2 69 . 7 15 . 2 12 . 5 62 . 5 25 PH F .5 0 0 .4 5 0 .5 0 0 .6 0 7 .2 5 0 .5 6 3 .5 0 0 .7 0 0 .4 1 7 .7 1 9 .6 2 5 .6 8 8 .2 5 0 .6 2 5 .5 0 0 .8 0 0 .8 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-8 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 2 Th r u 9 Le f t 6 In Ou t To t a l 29 17 46 Right 4 Thru 9 Left 1 Out TotalIn 21 14 35 Le f t 5 Th r u 23 Ri g h t 5 Ou t To t a l In 14 33 47 Left 2 Thru 10 Right 4 Total OutIn 16 16 32 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-9 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 2 5 0 7 1 0 1 2 2 8 2 1 2 0 3 1 4 +1 5 m i n s . 1 1 1 3 0 4 1 5 0 2 2 4 2 1 2 5 +3 0 m i n s . 3 0 1 4 0 1 2 3 3 8 1 1 2 0 4 1 5 +4 5 m i n s . 0 3 0 3 0 4 0 4 0 5 0 5 0 2 0 2 To t a l V o l u m e 6 9 2 17 1 9 4 14 5 23 5 33 2 10 4 16 % A p p . T o t a l 35 . 3 52 . 9 11 . 8 7. 1 64 . 3 28 . 6 15 . 2 69 . 7 15 . 2 12 . 5 62 . 5 25 PH F .5 0 0 .4 5 0 .5 0 0 .6 0 7 .2 5 0 .5 6 3 .5 0 0 .7 0 0 .4 1 7 .7 1 9 .6 2 5 .6 8 8 .2 5 0 .6 2 5 .5 0 0 .8 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-10 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 2 0 2 0 1 0 0 1 0 0 1 0 1 0 4 4 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 0 2 0 2 0 3 0 0 3 0 0 1 0 1 0 7 7 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 To t a l 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 0 5 5 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 05 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 3 3 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 2 0 0 2 0 0 2 0 2 0 7 0 0 7 0 3 1 0 4 0 1 5 1 5 Ap p r c h % 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 7 5 2 5 To t a l % 0 1 3 . 3 0 1 3 . 3 0 0 1 3 . 3 1 3 . 3 0 4 6 . 7 0 4 6 . 7 0 2 0 6 . 7 2 6 . 7 0 1 0 0 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 2 2 0 1 0 1 0 0 1 1 4 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 To t a l V o l u m e 0 1 0 1 0 0 2 2 0 3 0 3 0 0 1 1 7 % A p p . T o t a l 0 10 0 0 0 0 10 0 0 10 0 0 0 0 10 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .4 3 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-11 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 0 Th r u 1 Le f t 0 In Ou t To t a l 5 1 6 Right 2 Thru 0 Left 0 Out TotalIn 0 2 2 Le f t 0 Th r u 3 Ri g h t 0 Ou t To t a l In 2 3 5 Left 0 Thru 0 Right 1 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-12 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 2 2 0 1 0 1 0 0 1 1 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 To t a l V o l u m e 0 1 0 1 0 0 2 2 0 3 0 3 0 0 1 1 % A p p . T o t a l 0 10 0 0 0 0 10 0 0 10 0 0 0 0 10 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-13 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 03 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 1 1 2 To t a l 0 4 0 0 4 0 0 0 0 0 0 1 1 1 2 0 0 0 0 0 1 6 7 04 : 0 0 P M 2 1 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 4 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 2 2 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 2 1 0 0 3 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 0 7 7 05 : 0 0 P M 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 2 2 05 : 1 5 P M 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 To t a l 0 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 1 0 0 1 0 4 4 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 1 1 1 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 3 4 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 1 1 1 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 1 4 5 Gr a n d T o t a l 2 6 1 1 9 1 1 1 0 3 0 7 1 1 8 0 1 0 0 1 2 2 1 2 3 Ap p r c h % 22 . 2 6 6 . 7 1 1 . 1 33 . 3 3 3 . 3 3 3 . 3 0 8 7 . 5 1 2 . 5 0 1 0 0 0 To t a l % 9. 5 2 8 . 6 4 . 8 4 2 . 9 4. 8 4 . 8 4 . 8 1 4 . 3 0 3 3 . 3 4 . 8 3 8 . 1 0 4 . 8 0 4 . 8 8. 7 9 1 . 3 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03 : 3 0 P M 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 To t a l V o l u m e 0 4 0 4 0 0 0 0 0 1 1 2 0 0 0 0 6 % A p p . T o t a l 0 10 0 0 0 0 0 0 50 50 0 0 0 PH F .0 0 0 .3 3 3 .0 0 0 .3 3 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-14 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 0 Th r u 4 Le f t 0 In Ou t To t a l 1 4 5 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 1 Ri g h t 1 Ou t To t a l In 4 2 6 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-15 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 To t a l V o l u m e 0 4 0 4 0 0 0 0 0 1 1 2 0 0 0 0 % A p p . T o t a l 0 10 0 0 0 0 0 0 50 50 0 0 0 PH F .0 0 0 .3 3 3 .0 0 0 .3 3 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-16 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 67 2 4 4 2 5 1 8 3 3 6 74 1 0 2 5 4 2 2 3 0 72 3 0 4 4 6 1 9 4 2 2 37 1 5 7 6 0 7 2 5 4 46 1 2 4 2 1 2 8 8 03 : 1 5 P M 53 2 2 5 1 6 1 2 2 9 4 73 1 1 8 4 5 0 2 3 6 41 3 0 8 4 8 2 3 3 9 7 52 1 6 1 6 0 5 2 7 3 40 1 2 0 0 1 2 4 0 03 : 3 0 P M 63 2 5 9 2 2 1 3 3 4 4 43 1 0 3 4 0 0 1 8 6 45 2 6 7 4 3 1 7 3 5 5 35 1 7 4 6 0 1 2 6 9 31 1 1 5 4 1 1 8 5 03 : 4 5 P M 40 2 4 9 2 7 1 8 3 1 6 74 1 1 1 3 9 0 2 2 4 58 2 8 8 4 3 2 6 3 8 9 38 1 7 9 5 2 1 2 6 9 45 1 1 9 8 1 2 4 3 To t a l 22 3 97 7 90 6 1 12 9 0 26 4 43 4 17 8 2 87 6 21 6 11 6 7 18 0 8 5 15 6 3 16 2 67 1 23 2 1 4 10 6 5 16 2 47 9 4 49 5 6 04 : 0 0 P M 40 2 5 4 1 3 7 3 0 7 52 8 3 3 7 0 1 7 2 45 2 6 3 4 7 2 2 3 5 5 34 1 4 3 6 5 2 2 4 2 31 1 0 7 6 1 1 0 7 04 : 1 5 P M 39 2 2 9 1 9 1 3 2 8 7 69 1 2 3 3 2 0 2 2 4 40 2 4 0 4 4 2 0 3 2 4 36 1 8 3 4 9 1 2 6 8 34 1 1 0 3 1 1 3 7 04 : 3 0 P M 52 2 4 5 2 4 1 1 3 2 1 54 6 2 3 2 0 1 4 8 42 2 5 3 3 8 1 6 3 3 3 41 1 7 4 5 2 1 2 6 7 28 1 0 6 9 1 0 9 7 04 : 4 5 P M 51 2 2 3 1 6 1 1 2 9 0 62 9 2 3 4 0 1 8 8 44 2 6 6 3 9 2 4 3 4 9 33 1 4 9 5 5 1 2 3 7 36 1 0 6 4 1 1 0 0 To t a l 18 2 95 1 72 4 2 12 0 5 23 7 36 0 13 5 0 73 2 17 1 10 2 2 16 8 8 2 13 6 1 14 4 64 9 22 1 5 10 1 4 12 9 43 1 2 44 4 1 05 : 0 0 P M 59 2 5 8 2 0 1 1 3 3 7 55 8 8 4 0 0 1 8 3 46 2 7 3 3 8 1 6 3 5 7 36 1 6 6 7 6 3 2 7 8 30 1 1 5 5 1 1 8 5 05 : 1 5 P M 58 2 0 3 2 1 6 2 8 2 63 8 2 2 0 0 1 6 5 51 2 3 1 4 8 1 4 3 3 0 44 1 6 3 5 2 2 2 5 9 22 1 0 3 6 1 0 5 8 05 : 3 0 P M 54 2 4 5 1 7 8 3 1 6 40 7 0 3 1 0 1 4 1 38 2 7 7 4 2 1 1 3 5 7 21 1 1 2 3 8 1 1 7 1 20 9 8 5 1 0 0 5 05 : 4 5 P M 32 1 9 8 2 2 1 0 2 5 2 50 8 2 3 2 0 1 6 4 23 1 7 3 3 8 1 6 2 3 4 19 1 1 5 2 5 1 1 5 9 27 8 0 9 8 3 6 To t a l 20 3 90 4 80 3 5 11 8 7 20 8 32 2 12 3 0 65 3 15 8 95 4 16 6 5 7 12 7 8 12 0 55 6 19 1 7 86 7 99 39 8 5 40 8 4 06 : 0 0 P M 44 1 9 7 2 0 6 2 6 1 34 7 5 2 5 0 1 3 4 48 2 1 1 4 1 1 6 3 0 0 23 1 0 0 2 4 2 1 4 7 24 8 4 2 8 6 6 06 : 1 5 P M 31 2 0 1 1 3 9 2 4 5 49 6 9 2 9 0 1 4 7 32 1 6 8 3 5 1 4 2 3 5 19 9 4 2 8 0 1 4 1 23 7 6 8 7 9 1 06 : 3 0 P M 35 1 5 9 1 7 3 2 1 1 35 5 6 2 4 0 1 1 5 26 1 7 1 2 6 7 2 2 3 17 7 0 2 9 3 1 1 6 13 6 6 5 6 7 8 06 : 4 5 P M 31 1 4 1 1 7 3 1 8 9 30 5 7 1 5 0 1 0 2 23 1 7 8 2 6 9 2 2 7 17 6 3 2 3 0 1 0 3 12 6 2 1 6 3 3 To t a l 14 1 69 8 67 2 1 90 6 14 8 25 7 93 0 49 8 12 9 72 8 12 8 4 6 98 5 76 32 7 10 4 5 50 7 72 28 9 6 29 6 8 Gr a n d T o t a l 74 9 3 5 3 0 3 0 9 1 5 9 4 5 8 8 85 7 1 3 7 3 5 2 9 2 2 7 5 9 67 4 3 8 7 1 6 4 2 2 7 0 5 1 8 7 50 2 2 2 0 3 7 4 8 3 1 3 4 5 3 46 2 1 5 9 8 7 1 6 4 4 9 Ap p r c h % 16 . 3 7 6 . 9 6 . 7 31 . 1 4 9 . 8 1 9 . 2 13 7 4 . 6 1 2 . 4 14 . 5 6 3 . 8 2 1 . 7 To t a l % 4. 7 2 2 . 1 1 . 9 2 8 . 7 5. 4 8 . 6 3 . 3 1 7 . 3 4. 2 2 4 . 2 4 3 2 . 4 3. 1 1 3 . 8 4 . 7 2 1 . 6 2. 8 9 7 . 2 Pa s s e n g e r V e h i c l e s 73 9 35 0 7 30 5 47 0 7 85 4 13 5 3 51 6 27 2 5 66 4 38 1 0 63 6 53 7 9 49 3 21 7 8 73 9 34 4 1 0 0 16 2 5 2 % P a s s e n g e r V e h i c l e s 98 . 7 9 9 . 3 9 8 . 7 9 8 . 1 9 9 . 2 99 . 6 9 8 . 5 9 7 . 5 1 0 0 9 8 . 7 98 . 5 9 8 . 4 9 9 . 1 9 9 . 6 9 8 . 6 98 . 2 9 8 . 9 9 8 . 8 1 0 0 9 8 . 8 0 0 9 8 . 8 La r g e 2 A x l e V e h i c l e s 9 16 3 30 3 19 13 35 10 47 6 64 8 20 9 37 0 0 16 6 % L a r g e 2 A x l e V e h i c l e s 1. 2 0 . 5 1 1 . 3 0 . 6 0. 4 1 . 4 2 . 5 0 1 . 3 1. 5 1 . 2 0 . 9 0 . 4 1 . 2 1. 6 0 . 9 1 . 2 0 1 . 1 0 0 1 3 A x l e V e h i c l e s 0 3 0 3 0 1 0 1 0 6 0 6 0 4 0 4 0 0 14 % 3 A x l e V e h i c l e s 0 0 . 1 0 0 0 . 1 0 0 . 1 0 0 0 0 0 . 2 0 0 0 . 1 0 0 . 2 0 0 0 . 1 0 0 0 . 1 4+ A x l e T r u c k s 1 4 1 7 0 0 0 0 0 8 0 8 1 1 0 2 0 0 17 % 4 + A x l e T r u c k s 0. 1 0 . 1 0 . 3 0 . 6 0 . 1 0 0 0 0 0 0 0 . 2 0 0 0 . 1 0. 2 0 0 0 0 . 1 0 0 0 . 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-17 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 67 24 4 2 5 3 3 6 74 10 2 54 23 0 72 30 4 4 6 42 2 37 1 5 7 60 25 4 12 4 2 03 : 1 5 P M 53 2 2 5 1 6 2 9 4 73 11 8 45 23 6 41 30 8 4 8 39 7 52 16 1 6 0 27 3 12 0 0 03 : 3 0 P M 63 25 9 22 34 4 43 1 0 3 4 0 1 8 6 45 2 6 7 4 3 3 5 5 35 1 7 4 6 0 2 6 9 11 5 4 03 : 4 5 P M 40 2 4 9 27 31 6 74 1 1 1 3 9 2 2 4 58 2 8 8 4 3 3 8 9 38 17 9 52 2 6 9 11 9 8 To t a l V o l u m e 22 3 97 7 90 12 9 0 26 4 43 4 17 8 87 6 21 6 11 6 7 18 0 15 6 3 16 2 67 1 23 2 10 6 5 47 9 4 % A p p . T o t a l 17 . 3 75 . 7 7 30 . 1 49 . 5 20 . 3 13 . 8 74 . 7 11 . 5 15 . 2 63 21 . 8 PH F .8 3 2 .9 4 3 .8 3 3 .9 3 8 .8 9 2 .9 1 9 .8 2 4 .9 2 8 .7 5 0 .9 4 7 .9 3 8 .9 2 6 .7 7 9 .9 3 7 .9 6 7 .9 7 5 .9 6 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-18 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 90 Th r u 97 7 Le f t 22 3 In Ou t To t a l 15 0 7 12 9 0 27 9 7 Right 178 Thru 434 Left 264 Out TotalIn 1074 876 1950 Le f t 21 6 Th r u 11 6 7 Ri g h t 18 0 Ou t To t a l In 14 7 3 15 6 3 30 3 6 Left 162 Thru 671 Right 232 Total OutIn 740 1065 1805 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-19 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 67 24 4 2 5 3 3 6 74 10 2 54 23 0 72 30 4 4 6 42 2 37 1 5 7 60 25 4 +1 5 m i n s . 53 2 2 5 1 6 2 9 4 73 11 8 45 23 6 41 30 8 4 8 39 7 52 16 1 6 0 27 3 +3 0 m i n s . 63 25 9 22 34 4 43 1 0 3 4 0 1 8 6 45 2 6 7 4 3 3 5 5 35 1 7 4 6 0 26 9 +4 5 m i n s . 40 2 4 9 27 31 6 74 1 1 1 3 9 2 2 4 58 2 8 8 4 3 3 8 9 38 17 9 52 26 9 To t a l V o l u m e 22 3 97 7 90 12 9 0 26 4 43 4 17 8 87 6 21 6 11 6 7 18 0 15 6 3 16 2 67 1 23 2 10 6 5 % A p p . T o t a l 17 . 3 75 . 7 7 30 . 1 49 . 5 20 . 3 13 . 8 74 . 7 11 . 5 15 . 2 63 21 . 8 PH F .8 3 2 .9 4 3 .8 3 3 .9 3 8 .8 9 2 .9 1 9 .8 2 4 .9 2 8 .7 5 0 .9 4 7 .9 3 8 .9 2 6 .7 7 9 .9 3 7 .9 6 7 .9 7 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-20 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 65 2 4 0 2 5 1 8 3 3 0 73 1 0 0 5 1 2 2 2 4 71 2 9 9 4 6 1 9 4 1 6 37 1 5 4 5 9 7 2 5 0 46 1 2 2 0 1 2 6 6 03 : 1 5 P M 52 2 2 2 1 6 1 2 2 9 0 73 1 1 6 4 1 0 2 3 0 41 2 9 6 4 7 2 3 3 8 4 51 1 6 1 5 9 5 2 7 1 40 1 1 7 5 1 2 1 5 03 : 3 0 P M 63 2 5 7 2 2 1 3 3 4 2 43 1 0 0 3 9 0 1 8 2 44 2 6 5 4 2 1 7 3 5 1 34 1 7 2 5 9 1 2 6 5 31 1 1 4 0 1 1 7 1 03 : 4 5 P M 38 2 4 7 2 6 1 7 3 1 1 74 1 1 0 3 8 0 2 2 2 58 2 8 3 4 3 2 6 3 8 4 38 1 7 7 5 2 1 2 6 7 44 1 1 8 4 1 2 2 8 To t a l 21 8 96 6 89 6 0 12 7 3 26 3 42 6 16 9 2 85 8 21 4 11 4 3 17 8 8 5 15 3 5 16 0 66 4 22 9 1 4 10 5 3 16 1 47 1 9 48 8 0 04 : 0 0 P M 39 2 5 2 1 3 7 3 0 4 52 8 2 3 7 0 1 7 1 43 2 5 9 4 7 2 2 3 4 9 33 1 4 1 6 3 2 2 3 7 31 1 0 6 1 1 0 9 2 04 : 1 5 P M 38 2 2 8 1 9 1 3 2 8 5 69 1 2 2 3 1 0 2 2 2 39 2 3 2 4 4 2 0 3 1 5 36 1 8 0 4 9 1 2 6 5 34 1 0 8 7 1 1 2 1 04 : 3 0 P M 51 2 4 3 2 4 1 1 3 1 8 54 5 8 3 2 0 1 4 4 40 2 5 2 3 7 1 5 3 2 9 41 1 7 3 5 2 1 2 6 6 27 1 0 5 7 1 0 8 4 04 : 4 5 P M 51 2 2 3 1 6 1 1 2 9 0 61 9 1 3 4 0 1 8 6 44 2 6 0 3 9 2 4 3 4 3 32 1 4 9 5 3 1 2 3 4 36 1 0 5 3 1 0 8 9 To t a l 17 9 94 6 72 4 2 11 9 7 23 6 35 3 13 4 0 72 3 16 6 10 0 3 16 7 8 1 13 3 6 14 2 64 3 21 7 5 10 0 2 12 8 42 5 8 43 8 6 05 : 0 0 P M 58 2 5 6 1 9 1 0 3 3 3 55 8 4 3 9 0 1 7 8 45 2 6 8 3 8 1 6 3 5 1 34 1 6 4 7 6 3 2 7 4 29 1 1 3 6 1 1 6 5 05 : 1 5 P M 58 2 0 2 2 0 6 2 8 0 62 8 1 2 0 0 1 6 3 50 2 3 0 4 7 1 4 3 2 7 42 1 6 0 5 2 2 2 5 4 22 1 0 2 4 1 0 4 6 05 : 3 0 P M 54 2 4 4 1 7 8 3 1 5 40 7 0 3 1 0 1 4 1 38 2 7 4 4 2 1 1 3 5 4 21 1 1 1 3 8 1 1 7 0 20 9 8 0 1 0 0 0 05 : 4 5 P M 32 1 9 8 2 1 9 2 5 1 50 8 2 3 2 0 1 6 4 23 1 7 1 3 8 1 6 2 3 2 18 1 1 2 2 4 1 1 5 4 26 8 0 1 8 2 7 To t a l 20 2 90 0 77 3 3 11 7 9 20 7 31 7 12 2 0 64 6 15 6 94 3 16 5 5 7 12 6 4 11 5 54 7 19 0 7 85 2 97 39 4 1 40 3 8 06 : 0 0 P M 44 1 9 7 2 0 6 2 6 1 34 7 5 2 4 0 1 3 3 48 2 0 9 4 0 1 6 2 9 7 23 9 8 2 4 2 1 4 5 24 8 3 6 8 6 0 06 : 1 5 P M 31 2 0 0 1 3 9 2 4 4 49 6 9 2 9 0 1 4 7 31 1 6 5 3 4 1 4 2 3 0 19 9 4 2 8 0 1 4 1 23 7 6 2 7 8 5 06 : 3 0 P M 34 1 5 7 1 7 3 2 0 8 35 5 6 2 4 0 1 1 5 26 1 6 9 2 6 7 2 2 1 17 6 9 2 8 3 1 1 4 13 6 5 8 6 7 1 06 : 4 5 P M 31 1 4 1 1 7 3 1 8 9 30 5 7 1 4 0 1 0 1 23 1 7 8 2 6 9 2 2 7 17 6 3 2 3 0 1 0 3 12 6 2 0 6 3 2 To t a l 14 0 69 5 67 2 1 90 2 14 8 25 7 91 0 49 6 12 8 72 1 12 6 4 6 97 5 76 32 4 10 3 5 50 3 72 28 7 6 29 4 8 Gr a n d T o t a l 73 9 3 5 0 7 3 0 5 1 5 6 4 5 5 1 85 4 1 3 5 3 5 1 6 2 2 7 2 3 66 4 3 8 1 0 6 3 6 2 6 9 5 1 1 0 49 3 2 1 7 8 7 3 9 3 1 3 4 1 0 45 8 1 5 7 9 4 1 6 2 5 2 Ap p r c h % 16 . 2 7 7 . 1 6 . 7 31 . 4 4 9 . 7 1 8 . 9 13 7 4 . 6 1 2 . 4 14 . 5 6 3 . 9 2 1 . 7 To t a l % 4. 7 2 2 . 2 1 . 9 2 8 . 8 5. 4 8 . 6 3 . 3 1 7 . 2 4. 2 2 4 . 1 4 3 2 . 4 3. 1 1 3 . 8 4 . 7 2 1 . 6 2. 8 9 7 . 2 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 65 24 0 2 5 3 3 0 73 1 0 0 51 22 4 71 2 9 9 46 41 6 37 1 5 4 59 25 0 12 2 0 03 : 1 5 P M 52 2 2 2 1 6 2 9 0 73 11 6 41 23 0 41 2 9 6 47 38 4 51 16 1 5 9 27 1 11 7 5 03 : 3 0 P M 63 25 7 22 34 2 43 1 0 0 3 9 1 8 2 44 2 6 5 4 2 3 5 1 34 1 7 2 5 9 2 6 5 11 4 0 03 : 4 5 P M 38 2 4 7 26 31 1 74 11 0 3 8 2 2 2 58 2 8 3 4 3 3 8 4 38 17 7 52 2 6 7 11 8 4 To t a l V o l u m e 21 8 96 6 89 12 7 3 26 3 42 6 16 9 85 8 21 4 11 4 3 17 8 15 3 5 16 0 66 4 22 9 10 5 3 47 1 9 % A p p . T o t a l 17 . 1 75 . 9 7 30 . 7 49 . 7 19 . 7 13 . 9 74 . 5 11 . 6 15 . 2 63 . 1 21 . 7 PH F .8 3 8 .9 4 0 .8 5 6 .9 3 1 .8 8 9 .9 1 8 .8 2 8 .9 3 3 .7 5 4 .9 5 6 .9 4 7 .9 2 2 .7 8 4 .9 3 8 .9 7 0 .9 7 1 .9 6 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-21 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 89 Th r u 96 6 Le f t 21 8 In Ou t To t a l 14 7 2 12 7 3 27 4 5 Right 169 Thru 426 Left 263 Out TotalIn 1060 858 1918 Le f t 21 4 Th r u 11 4 3 Ri g h t 17 8 Ou t To t a l In 14 5 8 15 3 5 29 9 3 Left 160 Thru 664 Right 229 Total OutIn 729 1053 1782 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-22 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 65 24 0 2 5 3 3 0 73 1 0 0 51 22 4 71 2 9 9 46 41 6 37 1 5 4 59 25 0 +1 5 m i n s . 52 2 2 2 1 6 2 9 0 73 11 6 41 23 0 41 2 9 6 47 38 4 51 16 1 5 9 27 1 +3 0 m i n s . 63 25 7 22 34 2 43 1 0 0 3 9 1 8 2 44 2 6 5 4 2 3 5 1 34 1 7 2 5 9 26 5 +4 5 m i n s . 38 2 4 7 26 31 1 74 11 0 3 8 2 2 2 58 2 8 3 4 3 3 8 4 38 17 7 52 26 7 To t a l V o l u m e 21 8 96 6 89 12 7 3 26 3 42 6 16 9 85 8 21 4 11 4 3 17 8 15 3 5 16 0 66 4 22 9 10 5 3 % A p p . T o t a l 17 . 1 75 . 9 7 30 . 7 49 . 7 19 . 7 13 . 9 74 . 5 11 . 6 15 . 2 63 . 1 21 . 7 PH F .8 3 8 .9 4 0 .8 5 6 .9 3 1 .8 8 9 .9 1 8 .8 2 8 .9 3 3 .7 5 4 .9 5 6 .9 4 7 .9 2 2 .7 8 4 .9 3 8 .9 7 0 .9 7 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-23 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 2 3 0 0 5 1 2 3 0 6 1 4 0 0 5 0 3 1 0 4 0 2 0 2 0 03 : 1 5 P M 1 3 0 0 4 0 1 4 0 5 0 1 1 1 0 1 2 1 0 1 0 2 0 2 3 2 3 03 : 3 0 P M 0 2 0 0 2 0 3 1 0 4 1 2 1 0 4 1 2 1 0 4 0 1 4 1 4 03 : 4 5 P M 1 1 0 0 2 0 1 1 0 2 0 3 0 0 3 0 2 0 0 2 0 9 9 To t a l 4 9 0 0 13 1 7 9 0 17 2 20 2 0 24 2 7 3 0 12 0 66 66 04 : 0 0 P M 1 2 0 0 3 0 1 0 0 1 2 3 0 0 5 1 2 2 0 5 0 1 4 1 4 04 : 1 5 P M 1 0 0 0 1 0 1 1 0 2 1 5 0 0 6 0 2 0 0 2 0 1 1 1 1 04 : 3 0 P M 1 2 0 0 3 0 4 0 0 4 2 1 1 1 4 0 1 0 0 1 1 1 2 1 3 04 : 4 5 P M 0 0 0 0 0 1 1 0 0 2 0 5 0 0 5 1 0 2 0 3 0 1 0 1 0 To t a l 3 4 0 0 7 1 7 1 0 9 5 14 1 1 20 2 5 4 0 11 1 47 48 05 : 0 0 P M 1 1 1 1 3 0 4 1 0 5 1 4 0 0 5 2 1 0 0 3 1 1 6 1 7 05 : 1 5 P M 0 0 1 0 1 1 1 0 0 2 1 1 1 0 3 1 3 0 0 4 0 1 0 1 0 05 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 0 5 5 05 : 4 5 P M 0 0 1 1 1 0 0 0 0 0 0 1 0 0 1 1 2 1 0 4 1 6 7 To t a l 1 2 3 2 6 1 5 1 0 7 2 9 1 0 12 4 7 1 0 12 2 37 39 06 : 0 0 P M 0 0 0 0 0 0 0 1 0 1 0 1 1 0 2 0 1 0 0 1 0 4 4 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 1 2 1 0 4 0 0 0 0 0 0 4 4 06 : 3 0 P M 1 1 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 4 4 06 : 4 5 P M 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 1 1 0 0 2 0 0 2 0 2 1 4 2 0 7 0 1 1 0 2 0 13 13 Gr a n d T o t a l 9 1 6 3 2 2 8 3 1 9 1 3 0 3 5 10 4 7 6 1 6 3 8 2 0 9 0 3 7 3 1 6 3 1 6 6 Ap p r c h % 32 . 1 5 7 . 1 1 0 . 7 8. 6 5 4 . 3 3 7 . 1 15 . 9 7 4 . 6 9 . 5 21 . 6 5 4 . 1 2 4 . 3 To t a l % 5. 5 9 . 8 1 . 8 1 7 . 2 1. 8 1 1 . 7 8 2 1 . 5 6. 1 2 8 . 8 3 . 7 3 8 . 7 4. 9 1 2 . 3 5 . 5 2 2 . 7 1. 8 9 8 . 2 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 2 3 0 5 1 2 3 6 1 4 0 5 0 3 1 4 20 03 : 1 5 P M 1 3 0 4 0 1 4 5 0 11 1 12 1 0 1 2 23 03 : 3 0 P M 0 2 0 2 0 3 1 4 1 2 1 4 1 2 1 4 14 03 : 4 5 P M 1 1 0 2 0 1 1 2 0 3 0 3 0 2 0 2 9 To t a l V o l u m e 4 9 0 13 1 7 9 17 2 20 2 24 2 7 3 12 66 % A p p . T o t a l 30 . 8 69 . 2 0 5. 9 41 . 2 52 . 9 8. 3 83 . 3 8. 3 16 . 7 58 . 3 25 PH F .5 0 0 .7 5 0 .0 0 0 .6 5 0 .2 5 0 .5 8 3 .5 6 3 .7 0 8 .5 0 0 .4 5 5 .5 0 0 .5 0 0 .5 0 0 .5 8 3 .7 5 0 .7 5 0 .7 1 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-24 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 0 Th r u 9 Le f t 4 In Ou t To t a l 31 13 44 Right 9 Thru 7 Left 1 Out TotalIn 13 17 30 Le f t 2 Th r u 20 Ri g h t 2 Ou t To t a l In 13 24 37 Left 2 Thru 7 Right 3 Total OutIn 9 12 21 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-25 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 2 3 0 5 1 2 3 6 1 4 0 5 0 3 1 4 +1 5 m i n s . 1 3 0 4 0 1 4 5 0 11 1 1 2 1 0 1 2 +3 0 m i n s . 0 2 0 2 0 3 1 4 1 2 1 4 1 2 1 4 +4 5 m i n s . 1 1 0 2 0 1 1 2 0 3 0 3 0 2 0 2 To t a l V o l u m e 4 9 0 13 1 7 9 17 2 20 2 24 2 7 3 12 % A p p . T o t a l 30 . 8 69 . 2 0 5. 9 41 . 2 52 . 9 8. 3 83 . 3 8. 3 16 . 7 58 . 3 25 PH F .5 0 0 .7 5 0 .0 0 0 .6 5 0 .2 5 0 .5 8 3 .5 6 3 .7 0 8 .5 0 0 .4 5 5 .5 0 0 .5 0 0 .5 0 0 .5 8 3 .7 5 0 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-26 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 03 : 1 5 P M 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 2 2 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 To t a l 0 2 0 0 2 0 1 0 0 1 0 3 0 0 3 0 0 0 0 0 0 6 6 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 2 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 0 3 3 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 2 05 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 0 4 4 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 Gr a n d T o t a l 0 3 0 0 3 0 1 0 0 1 0 6 0 0 6 0 4 0 0 4 0 1 4 1 4 Ap p r c h % 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 To t a l % 0 2 1 . 4 0 2 1 . 4 0 7 . 1 0 7 . 1 0 4 2 . 9 0 4 2 . 9 0 2 8 . 6 0 2 8 . 6 0 1 0 0 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 03 : 1 5 P M 0 0 0 0 0 1 0 1 0 1 0 1 0 0 0 0 2 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 To t a l V o l u m e 0 2 0 2 0 1 0 1 0 3 0 3 0 0 0 0 6 % A p p . T o t a l 0 10 0 0 0 10 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-27 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 0 Th r u 2 Le f t 0 In Ou t To t a l 3 2 5 Right 0 Thru 1 Left 0 Out TotalIn 0 1 1 Le f t 0 Th r u 3 Ri g h t 0 Ou t To t a l In 2 3 5 Left 0 Thru 0 Right 0 Total OutIn 1 0 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-28 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 1 0 1 0 1 0 1 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 To t a l V o l u m e 0 2 0 2 0 1 0 1 0 3 0 3 0 0 0 0 % A p p . T o t a l 0 10 0 0 0 10 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-29 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 1 0 1 1 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 3 4 To t a l 1 0 1 1 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 3 4 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 4 4 05 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 3 3 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 2 06 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 06 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 0 6 6 Gr a n d T o t a l 1 4 1 1 6 0 0 0 0 0 0 8 0 0 8 1 1 0 0 2 1 1 6 1 7 Ap p r c h % 16 . 7 6 6 . 7 1 6 . 7 0 0 0 0 1 0 0 0 50 5 0 0 To t a l % 6. 2 2 5 6 . 2 3 7 . 5 0 0 0 0 0 5 0 0 5 0 6. 2 6 . 2 0 1 2 . 5 5. 9 9 4 . 1 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 1 0 1 2 0 0 0 0 0 1 0 1 0 0 0 0 3 To t a l V o l u m e 1 0 1 2 0 0 0 0 0 1 0 1 0 0 0 0 3 % A p p . T o t a l 50 0 50 0 0 0 0 10 0 0 0 0 0 PH F .2 5 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-30 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 1 Th r u 0 Le f t 1 In Ou t To t a l 1 2 3 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 1 Ri g h t 0 Ou t To t a l In 0 1 1 Left 0 Thru 0 Right 0 Total OutIn 1 0 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-31 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 1 0 1 2 0 0 0 0 0 1 0 1 0 0 0 0 To t a l V o l u m e 1 0 1 2 0 0 0 0 0 1 0 1 0 0 0 0 % A p p . T o t a l 50 0 50 0 0 0 0 10 0 0 0 0 0 PH F .2 5 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-32 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 32 2 1 5 1 3 6 2 6 0 52 6 3 2 9 0 1 4 4 25 1 4 0 1 1 1 2 1 7 6 17 5 5 1 7 0 8 9 18 6 6 9 6 8 7 10 : 1 5 A M 39 2 3 8 8 4 2 8 5 79 7 5 4 0 0 1 9 4 27 1 6 4 1 7 1 4 2 0 8 17 6 2 2 8 0 1 0 7 18 7 9 4 8 1 2 10 : 3 0 A M 32 2 4 0 1 3 4 2 8 5 44 8 5 3 2 0 1 6 1 40 1 8 3 1 4 1 2 2 3 7 23 9 4 3 3 0 1 5 0 16 8 3 3 8 4 9 10 : 4 5 A M 53 2 7 8 1 8 1 0 3 4 9 80 8 3 3 2 0 1 9 5 29 1 4 6 1 3 1 4 1 8 8 20 7 1 2 7 0 1 1 8 24 8 5 0 8 7 4 To t a l 15 6 97 1 52 2 4 11 7 9 25 5 30 6 13 3 0 69 4 12 1 63 3 55 5 2 80 9 77 28 2 10 5 0 46 4 76 31 4 6 32 2 2 11 : 0 0 A M 46 2 4 3 1 6 6 3 0 5 59 6 7 4 7 0 1 7 3 33 1 9 8 2 1 1 4 2 5 2 24 7 2 1 8 0 1 1 4 20 8 4 4 8 6 4 11 : 1 5 A M 40 2 1 6 8 9 2 6 4 60 6 5 3 8 0 1 6 3 31 1 8 7 2 0 1 6 2 3 8 27 8 1 2 2 0 1 3 0 25 7 9 5 8 2 0 11 : 3 0 A M 50 3 1 2 1 2 4 3 7 4 61 6 5 3 4 0 1 6 0 43 1 9 9 1 6 1 6 2 5 8 20 6 6 1 9 0 1 0 5 20 8 9 7 9 1 7 11 : 4 5 A M 40 2 8 2 8 1 1 3 3 0 64 7 8 3 4 0 1 7 6 42 1 9 7 2 2 1 9 2 6 1 28 9 6 3 2 0 1 5 6 30 9 2 3 9 5 3 To t a l 17 6 10 5 3 44 3 0 12 7 3 24 4 27 5 15 3 0 67 2 14 9 78 1 79 6 5 10 0 9 99 31 5 91 0 50 5 95 34 5 9 35 5 4 12 : 0 0 P M 49 2 5 7 1 2 1 2 3 1 8 68 6 4 3 4 0 1 6 6 40 2 3 8 1 7 1 4 2 9 5 21 8 2 2 9 0 1 3 2 26 9 1 1 9 3 7 12 : 1 5 P M 35 2 8 0 1 1 1 0 3 2 6 77 6 9 3 0 0 1 7 6 26 2 3 1 3 0 1 1 2 8 7 36 8 9 2 7 0 1 5 2 21 9 4 1 9 6 2 12 : 3 0 P M 41 2 9 7 6 7 3 4 4 79 7 3 5 1 1 2 0 3 33 2 5 1 1 1 1 2 2 9 5 24 8 2 2 5 0 1 3 1 20 9 7 3 9 9 3 12 : 4 5 P M 41 2 9 7 1 1 5 3 4 9 70 7 2 2 9 0 1 7 1 36 2 2 7 2 6 1 2 2 8 9 26 1 0 1 3 2 0 1 5 9 17 9 6 8 9 8 5 To t a l 16 6 11 3 1 40 3 4 13 3 7 29 4 27 8 14 4 1 71 6 13 5 94 7 84 4 9 11 6 6 10 7 35 4 11 3 0 57 4 84 37 9 3 38 7 7 01 : 0 0 P M 38 2 8 3 1 3 3 3 3 4 64 5 5 3 5 0 1 5 4 32 2 6 1 3 0 1 9 3 2 3 18 9 7 3 0 0 1 4 5 22 9 5 6 9 7 8 01 : 1 5 P M 46 2 6 5 8 5 3 1 9 85 7 2 4 2 0 1 9 9 34 2 3 5 2 2 2 3 2 9 1 31 1 0 3 3 6 0 1 7 0 28 9 7 9 1 0 0 7 01 : 3 0 P M 45 2 3 6 1 7 5 2 9 8 68 7 6 3 4 0 1 7 8 53 2 4 3 3 0 2 1 3 2 6 18 9 8 3 2 0 1 4 8 26 9 5 0 9 7 6 01 : 4 5 P M 39 2 4 7 8 3 2 9 4 60 8 4 2 9 0 1 7 3 35 2 3 5 2 6 1 7 2 9 6 27 9 1 2 9 0 1 4 7 20 9 1 0 9 3 0 To t a l 16 8 10 3 1 46 1 6 12 4 5 27 7 28 7 14 0 0 70 4 15 4 97 4 10 8 8 0 12 3 6 94 38 9 12 7 0 61 0 96 37 9 5 38 9 1 Gr a n d T o t a l 66 6 4 1 8 6 1 8 2 1 0 4 5 0 3 4 10 7 0 1 1 4 6 5 7 0 1 2 7 8 6 55 9 3 3 3 5 3 2 6 2 4 6 4 2 2 0 37 7 1 3 4 0 4 3 6 0 2 1 5 3 35 1 1 4 1 9 3 1 4 5 4 4 Ap p r c h % 13 . 2 8 3 . 2 3 . 6 38 . 4 4 1 . 1 2 0 . 5 13 . 2 7 9 7 . 7 17 . 5 6 2 . 2 2 0 . 3 To t a l % 4. 7 2 9 . 5 1 . 3 3 5 . 5 7. 5 8 . 1 4 1 9 . 6 3. 9 2 3 . 5 2 . 3 2 9 . 7 2. 7 9 . 4 3 . 1 1 5 . 2 2. 4 9 7 . 6 Pa s s e n g e r V e h i c l e s 65 9 41 5 3 17 8 50 9 1 10 6 1 11 3 5 56 2 27 5 9 55 0 32 9 3 32 1 44 0 8 37 4 13 2 0 42 9 21 2 3 0 0 14 3 8 1 % P a s s e n g e r V e h i c l e s 98 . 9 9 9 . 2 9 7 . 8 9 7 . 1 9 9 . 1 99 . 2 9 9 9 8 . 6 1 0 0 9 9 98 . 4 9 8 . 7 9 8 . 5 9 9 . 2 9 8 . 7 99 . 2 9 8 . 5 9 8 . 4 0 9 8 . 6 0 0 9 8 . 9 La r g e 2 A x l e V e h i c l e s 7 25 4 39 9 10 7 26 9 34 5 50 2 18 5 25 0 0 14 0 % L a r g e 2 A x l e V e h i c l e s 1. 1 0 . 6 2 . 2 2 . 9 0 . 8 0. 8 0 . 9 1 . 2 0 0 . 9 1. 6 1 1 . 5 0 . 8 1 . 1 0. 5 1 . 3 1 . 1 0 1 . 2 0 0 1 3 A x l e V e h i c l e s 0 4 0 4 0 1 1 2 0 4 0 4 0 1 1 2 0 0 12 % 3 A x l e V e h i c l e s 0 0 . 1 0 0 0 . 1 0 0 . 1 0 . 2 0 0 . 1 0 0 . 1 0 0 0 . 1 0 0 . 1 0 . 2 0 0 . 1 0 0 0 . 1 4+ A x l e T r u c k s 0 4 0 4 0 0 0 0 0 4 0 4 1 1 1 3 0 0 11 % 4 + A x l e T r u c k s 0 0 . 1 0 0 0 . 1 0 0 0 0 0 0 0 . 1 0 0 0 . 1 0. 3 0 . 1 0 . 2 0 0 . 1 0 0 0 . 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-33 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 3 0 P M 12 : 3 0 P M 41 29 7 6 3 4 4 79 73 5 1 2 0 3 33 2 5 1 1 1 2 9 5 24 8 2 2 5 1 3 1 97 3 12 : 4 5 P M 41 2 9 7 1 1 34 9 70 7 2 2 9 1 7 1 36 22 7 2 6 2 8 9 26 1 0 1 3 2 1 5 9 96 8 01 : 0 0 P M 38 2 8 3 13 33 4 64 5 5 3 5 1 5 4 32 26 1 3 0 3 2 3 18 9 7 3 0 1 4 5 95 6 01 : 1 5 P M 46 26 5 8 3 1 9 85 72 4 2 1 9 9 34 2 3 5 2 2 2 9 1 31 1 0 3 3 6 1 7 0 97 9 To t a l V o l u m e 16 6 11 4 2 38 13 4 6 29 8 27 2 15 7 72 7 13 5 97 4 89 11 9 8 99 38 3 12 3 60 5 38 7 6 % A p p . T o t a l 12 . 3 84 . 8 2. 8 41 37 . 4 21 . 6 11 . 3 81 . 3 7. 4 16 . 4 63 . 3 20 . 3 PH F .9 0 2 .9 6 1 .7 3 1 .9 6 4 .8 7 6 .9 3 2 .7 7 0 .8 9 5 .9 3 8 .9 3 3 .7 4 2 .9 2 7 .7 9 8 .9 3 0 .8 5 4 .8 9 0 .9 9 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-34 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 38 Th r u 11 4 2 Le f t 16 6 In Ou t To t a l 12 3 0 13 4 6 25 7 6 Right 157 Thru 272 Left 298 Out TotalIn 638 727 1365 Le f t 13 5 Th r u 97 4 Ri g h t 89 Ou t To t a l In 15 6 3 11 9 8 27 6 1 Left 99 Thru 383 Right 123 Total OutIn 445 605 1050 Pe a k H o u r B e g i n s a t 1 2 : 3 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-35 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 1 5 P M 12 : 3 0 P M 01 : 0 0 P M 12 : 4 5 P M +0 m i n s . 35 2 8 0 1 1 3 2 6 79 73 5 1 2 0 3 32 26 1 3 0 32 3 26 1 0 1 3 2 15 9 +1 5 m i n s . 41 2 9 7 6 3 4 4 70 7 2 2 9 1 7 1 34 2 3 5 2 2 2 9 1 18 9 7 3 0 14 5 +3 0 m i n s . 41 2 9 7 1 1 34 9 64 5 5 3 5 1 5 4 53 24 3 3 0 32 6 31 1 0 3 3 6 17 0 +4 5 m i n s . 38 2 8 3 13 33 4 85 72 4 2 1 9 9 35 2 3 5 2 6 2 9 6 18 9 8 3 2 14 8 To t a l V o l u m e 15 5 11 5 7 41 13 5 3 29 8 27 2 15 7 72 7 15 4 97 4 10 8 12 3 6 93 39 9 13 0 62 2 % A p p . T o t a l 11 . 5 85 . 5 3 41 37 . 4 21 . 6 12 . 5 78 . 8 8. 7 15 64 . 1 20 . 9 PH F .9 4 5 .9 7 4 .7 8 8 .9 6 9 .8 7 6 .9 3 2 .7 7 0 .8 9 5 .7 2 6 .9 3 3 .9 0 0 .9 4 8 .7 5 0 .9 6 8 .9 0 3 .9 1 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-36 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 31 2 1 2 1 3 6 2 5 6 52 6 1 2 9 0 1 4 2 24 1 3 8 1 1 1 2 1 7 3 17 5 2 1 7 0 8 6 18 6 5 7 6 7 5 10 : 1 5 A M 39 2 3 3 7 3 2 7 9 79 7 3 4 0 0 1 9 2 27 1 5 9 1 7 1 4 2 0 3 17 6 0 2 7 0 1 0 4 17 7 7 8 7 9 5 10 : 3 0 A M 32 2 3 7 1 3 4 2 8 2 43 8 5 3 1 0 1 5 9 39 1 7 9 1 4 1 2 2 3 2 23 9 3 3 2 0 1 4 8 16 8 2 1 8 3 7 10 : 4 5 A M 51 2 7 7 1 6 9 3 4 4 80 8 3 3 1 0 1 9 4 29 1 4 2 1 3 1 4 1 8 4 19 7 0 2 6 0 1 1 5 23 8 3 7 8 6 0 To t a l 15 3 95 9 49 2 2 11 6 1 25 4 30 2 13 1 0 68 7 11 9 61 8 55 5 2 79 2 76 27 5 10 2 0 45 3 74 30 9 3 31 6 7 11 : 0 0 A M 46 2 4 1 1 5 5 3 0 2 56 6 7 4 5 0 1 6 8 32 1 9 6 2 1 1 4 2 4 9 24 7 0 1 8 0 1 1 2 19 8 3 1 8 5 0 11 : 1 5 A M 40 2 1 5 8 9 2 6 3 60 6 5 3 6 0 1 6 1 31 1 8 7 2 0 1 6 2 3 8 26 8 0 2 2 0 1 2 8 25 7 9 0 8 1 5 11 : 3 0 A M 49 3 1 1 1 2 4 3 7 2 60 6 4 3 4 0 1 5 8 43 1 9 7 1 6 1 6 2 5 6 20 6 5 1 9 0 1 0 4 20 8 9 0 9 1 0 11 : 4 5 A M 40 2 7 8 8 1 1 3 2 6 63 7 6 3 4 0 1 7 3 41 1 9 6 2 2 1 9 2 5 9 28 9 5 3 1 0 1 5 4 30 9 1 2 9 4 2 To t a l 17 5 10 4 5 43 2 9 12 6 3 23 9 27 2 14 9 0 66 0 14 7 77 6 79 6 5 10 0 2 98 31 0 90 0 49 8 94 34 2 3 35 1 7 12 : 0 0 P M 49 2 5 0 1 2 1 2 3 1 1 68 6 3 3 4 0 1 6 5 39 2 3 5 1 7 1 4 2 9 1 20 8 1 2 8 0 1 2 9 26 8 9 6 9 2 2 12 : 1 5 P M 35 2 8 0 1 1 1 0 3 2 6 77 6 9 3 0 0 1 7 6 25 2 2 4 3 0 1 1 2 7 9 36 8 7 2 6 0 1 4 9 21 9 3 0 9 5 1 12 : 3 0 P M 40 2 9 7 6 7 3 4 3 78 7 1 5 0 1 1 9 9 32 2 4 9 1 0 1 2 2 9 1 24 8 2 2 5 0 1 3 1 20 9 6 4 9 8 4 12 : 4 5 P M 41 2 9 7 1 1 5 3 4 9 69 7 1 2 8 0 1 6 8 36 2 2 5 2 6 1 2 2 8 7 26 1 0 0 3 2 0 1 5 8 17 9 6 2 9 7 9 To t a l 16 5 11 2 4 40 3 4 13 2 9 29 2 27 4 14 2 1 70 8 13 2 93 3 83 4 9 11 4 8 10 6 35 0 11 1 0 56 7 84 37 5 2 38 3 6 01 : 0 0 P M 38 2 8 2 1 3 3 3 3 3 64 5 5 3 5 0 1 5 4 32 2 5 9 3 0 1 9 3 2 1 18 9 7 3 0 0 1 4 5 22 9 5 3 9 7 5 01 : 1 5 P M 45 2 6 4 8 5 3 1 7 85 7 2 4 2 0 1 9 9 33 2 3 4 2 2 2 3 2 8 9 31 1 0 2 3 6 0 1 6 9 28 9 7 4 1 0 0 2 01 : 3 0 P M 44 2 3 3 1 7 5 2 9 4 68 7 6 3 4 0 1 7 8 53 2 4 1 2 7 1 9 3 2 1 18 9 7 3 2 0 1 4 7 24 9 4 0 9 6 4 01 : 4 5 P M 39 2 4 6 8 3 2 9 3 59 8 4 2 9 0 1 7 2 34 2 3 2 2 5 1 7 2 9 1 27 8 9 2 8 0 1 4 4 20 9 0 0 9 2 0 To t a l 16 6 10 2 5 46 1 6 12 3 7 27 6 28 7 14 0 0 70 3 15 2 96 6 10 4 7 8 12 2 2 94 38 5 12 6 0 60 5 94 37 6 7 38 6 1 Gr a n d T o t a l 65 9 4 1 5 3 1 7 8 1 0 1 4 9 9 0 10 6 1 1 1 3 5 5 6 2 1 2 7 5 8 55 0 3 2 9 3 3 2 1 2 4 4 4 1 6 4 37 4 1 3 2 0 4 2 9 0 2 1 2 3 34 6 1 4 0 3 5 1 4 3 8 1 Ap p r c h % 13 . 2 8 3 . 2 3 . 6 38 . 5 4 1 . 2 2 0 . 4 13 . 2 7 9 . 1 7 . 7 17 . 6 6 2 . 2 2 0 . 2 To t a l % 4. 7 2 9 . 6 1 . 3 3 5 . 6 7. 6 8 . 1 4 1 9 . 7 3. 9 2 3 . 5 2 . 3 2 9 . 7 2. 7 9 . 4 3 . 1 1 5 . 1 2. 4 9 7 . 6 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 3 0 P M t o 0 1 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 3 0 P M 12 : 3 0 P M 40 29 7 6 3 4 3 78 7 1 50 1 9 9 32 2 4 9 1 0 2 9 1 24 8 2 2 5 1 3 1 96 4 12 : 4 5 P M 41 2 9 7 1 1 34 9 69 7 1 2 8 1 6 8 36 22 5 2 6 2 8 7 26 1 0 0 3 2 1 5 8 96 2 01 : 0 0 P M 38 2 8 2 13 33 3 64 5 5 3 5 1 5 4 32 25 9 3 0 3 2 1 18 9 7 3 0 1 4 5 95 3 01 : 1 5 P M 45 26 4 8 3 1 7 85 7 2 42 1 9 9 33 2 3 4 2 2 2 8 9 31 1 0 2 3 6 1 6 9 97 4 To t a l V o l u m e 16 4 11 4 0 38 13 4 2 29 6 26 9 15 5 72 0 13 3 96 7 88 11 8 8 99 38 1 12 3 60 3 38 5 3 % A p p . T o t a l 12 . 2 84 . 9 2. 8 41 . 1 37 . 4 21 . 5 11 . 2 81 . 4 7. 4 16 . 4 63 . 2 20 . 4 PH F .9 1 1 .9 6 0 .7 3 1 .9 6 1 .8 7 1 .9 3 4 .7 7 5 .9 0 5 .9 2 4 .9 3 3 .7 3 3 .9 2 5 .7 9 8 .9 3 4 .8 5 4 .8 9 2 .9 8 9 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-37 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 38 Th r u 11 4 0 Le f t 16 4 In Ou t To t a l 12 2 1 13 4 2 25 6 3 Right 155 Thru 269 Left 296 Out TotalIn 633 720 1353 Le f t 13 3 Th r u 96 7 Ri g h t 88 Ou t To t a l In 15 5 9 11 8 8 27 4 7 Left 99 Thru 381 Right 123 Total OutIn 440 603 1043 Pe a k H o u r B e g i n s a t 1 2 : 3 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-38 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 3 0 P M t o 0 1 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 3 0 P M 12 : 3 0 P M 12 : 3 0 P M 12 : 3 0 P M +0 m i n s . 40 29 7 6 3 4 3 78 7 1 50 1 9 9 32 2 4 9 1 0 2 9 1 24 8 2 2 5 13 1 +1 5 m i n s . 41 2 9 7 1 1 34 9 69 7 1 2 8 1 6 8 36 22 5 2 6 2 8 7 26 1 0 0 3 2 15 8 +3 0 m i n s . 38 2 8 2 13 33 3 64 5 5 3 5 1 5 4 32 25 9 3 0 3 2 1 18 9 7 3 0 14 5 +4 5 m i n s . 45 26 4 8 3 1 7 85 7 2 42 1 9 9 33 2 3 4 2 2 2 8 9 31 1 0 2 3 6 16 9 To t a l V o l u m e 16 4 11 4 0 38 13 4 2 29 6 26 9 15 5 72 0 13 3 96 7 88 11 8 8 99 38 1 12 3 60 3 % A p p . T o t a l 12 . 2 84 . 9 2. 8 41 . 1 37 . 4 21 . 5 11 . 2 81 . 4 7. 4 16 . 4 63 . 2 20 . 4 PH F .9 1 1 .9 6 0 .7 3 1 .9 6 1 .8 7 1 .9 3 4 .7 7 5 .9 0 5 .9 2 4 .9 3 3 .7 3 3 .9 2 5 .7 9 8 .9 3 4 .8 5 4 .8 9 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-39 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 1 2 0 0 3 0 2 0 0 2 1 2 0 0 3 0 3 0 0 3 0 1 1 1 1 10 : 1 5 A M 0 4 1 1 5 0 2 0 0 2 0 4 0 0 4 0 2 1 0 3 1 1 4 1 5 10 : 3 0 A M 0 3 0 0 3 1 0 1 0 2 1 4 0 0 5 0 1 1 0 2 0 1 2 1 2 10 : 4 5 A M 2 1 2 1 5 0 0 1 0 1 0 3 0 0 3 0 0 1 0 1 1 1 0 1 1 To t a l 3 10 3 2 16 1 4 2 0 7 2 13 0 0 15 0 6 3 0 9 2 47 49 11 : 0 0 A M 0 1 1 1 2 3 0 2 0 5 1 1 0 0 2 0 2 0 0 2 1 1 1 1 2 11 : 1 5 A M 0 1 0 0 1 0 0 2 0 2 0 0 0 0 0 1 1 0 0 2 0 5 5 11 : 3 0 A M 1 0 0 0 1 1 1 0 0 2 0 2 0 0 2 0 1 0 0 1 0 6 6 11 : 4 5 A M 0 4 0 0 4 1 2 0 0 3 1 1 0 0 2 0 1 0 0 1 0 1 0 1 0 To t a l 1 6 1 1 8 5 3 4 0 12 2 4 0 0 6 1 5 0 0 6 1 32 33 12 : 0 0 P M 0 6 0 0 6 0 1 0 0 1 1 2 0 0 3 1 1 0 0 2 0 1 2 1 2 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 1 7 0 0 8 0 2 1 0 3 0 1 1 1 1 12 : 3 0 P M 1 0 0 0 1 1 1 0 0 2 1 1 1 0 3 0 0 0 0 0 0 6 6 12 : 4 5 P M 0 0 0 0 0 1 1 1 0 3 0 1 0 0 1 0 1 0 0 1 0 5 5 To t a l 1 6 0 0 7 2 3 1 0 6 3 11 1 0 15 1 4 1 0 6 0 34 34 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 01 : 1 5 P M 1 1 0 0 2 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 4 4 01 : 3 0 P M 1 2 0 0 3 0 0 0 0 0 0 1 3 2 4 0 1 0 0 1 2 8 1 0 01 : 4 5 P M 0 0 0 0 0 1 0 0 0 1 1 3 1 0 5 0 2 1 0 3 0 9 9 To t a l 2 3 0 0 5 1 0 0 0 1 2 6 4 2 12 0 3 1 0 4 2 22 24 Gr a n d T o t a l 7 2 5 4 3 3 6 9 1 0 7 0 2 6 9 3 4 5 2 4 8 2 1 8 5 0 2 5 5 1 3 5 1 4 0 Ap p r c h % 19 . 4 6 9 . 4 1 1 . 1 34 . 6 3 8 . 5 2 6 . 9 18 . 8 7 0 . 8 1 0 . 4 8 7 2 2 0 To t a l % 5. 2 1 8 . 5 3 2 6 . 7 6. 7 7 . 4 5 . 2 1 9 . 3 6. 7 2 5 . 2 3 . 7 3 5 . 6 1. 5 1 3 . 3 3 . 7 1 8 . 5 3. 6 9 6 . 4 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 3 0 P M t o 0 1 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 3 0 P M 12 : 3 0 P M 1 0 0 1 1 1 0 2 1 1 1 3 0 0 0 0 6 12 : 4 5 P M 0 0 0 0 1 1 1 3 0 1 0 1 0 1 0 1 5 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 01 : 1 5 P M 1 1 0 2 0 0 0 0 1 1 0 2 0 0 0 0 4 To t a l V o l u m e 2 1 0 3 2 2 1 5 2 4 1 7 0 1 0 1 16 % A p p . T o t a l 66 . 7 33 . 3 0 40 40 20 28 . 6 57 . 1 14 . 3 0 10 0 0 PH F .5 0 0 .2 5 0 .0 0 0 .3 7 5 .5 0 0 .5 0 0 .2 5 0 .4 1 7 .5 0 0 1. 0 0 .2 5 0 .5 8 3 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .6 6 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-40 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 0 Th r u 1 Le f t 2 In Ou t To t a l 5 3 8 Right 1 Thru 2 Left 2 Out TotalIn 4 5 9 Le f t 2 Th r u 4 Ri g h t 1 Ou t To t a l In 3 7 10 Left 0 Thru 1 Right 0 Total OutIn 4 1 5 Pe a k H o u r B e g i n s a t 1 2 : 3 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-41 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 3 0 P M t o 0 1 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 3 0 P M 12 : 3 0 P M 12 : 3 0 P M 12 : 3 0 P M +0 m i n s . 1 0 0 1 1 1 0 2 1 1 1 3 0 0 0 0 +1 5 m i n s . 0 0 0 0 1 1 1 3 0 1 0 1 0 1 0 1 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +4 5 m i n s . 1 1 0 2 0 0 0 0 1 1 0 2 0 0 0 0 To t a l V o l u m e 2 1 0 3 2 2 1 5 2 4 1 7 0 1 0 1 % A p p . T o t a l 66 . 7 33 . 3 0 40 40 20 28 . 6 57 . 1 14 . 3 0 10 0 0 PH F .5 0 0 .2 5 0 .0 0 0 .3 7 5 .5 0 0 .5 0 0 .2 5 0 .4 1 7 .5 0 0 1. 0 0 0 .2 5 0 .5 8 3 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-42 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 3 0 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 3 3 12 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 1 1 0 2 0 1 0 0 1 0 0 0 0 0 0 3 3 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 1 1 0 2 0 1 0 0 1 0 0 0 0 0 0 4 4 01 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 01 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 4 4 Gr a n d T o t a l 0 4 0 0 4 0 1 1 0 2 0 4 0 0 4 0 1 1 0 2 0 1 2 1 2 Ap p r c h % 0 1 0 0 0 0 5 0 5 0 0 1 0 0 0 0 5 0 5 0 To t a l % 0 3 3 . 3 0 3 3 . 3 0 8 . 3 8 . 3 1 6 . 7 0 3 3 . 3 0 3 3 . 3 0 8 . 3 8 . 3 1 6 . 7 0 1 0 0 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 3 0 P M t o 0 1 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 3 0 P M 12 : 3 0 P M 0 0 0 0 0 1 1 2 0 1 0 1 0 0 0 0 3 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 0 0 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 To t a l V o l u m e 0 1 0 1 0 1 1 2 0 1 0 1 0 1 0 1 5 % A p p . T o t a l 0 10 0 0 0 50 50 0 10 0 0 0 10 0 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .4 1 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-43 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 0 Th r u 1 Le f t 0 In Ou t To t a l 2 1 3 Right 1 Thru 1 Left 0 Out TotalIn 1 2 3 Le f t 0 Th r u 1 Ri g h t 0 Ou t To t a l In 1 1 2 Left 0 Thru 1 Right 0 Total OutIn 1 1 2 Pe a k H o u r B e g i n s a t 1 2 : 3 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-44 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 3 0 P M t o 0 1 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 3 0 P M 12 : 3 0 P M 12 : 3 0 P M 12 : 3 0 P M +0 m i n s . 0 0 0 0 0 1 1 2 0 1 0 1 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 To t a l V o l u m e 0 1 0 1 0 1 1 2 0 1 0 1 0 1 0 1 % A p p . T o t a l 0 10 0 0 0 50 50 0 10 0 0 0 10 0 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-45 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 10 : 1 5 A M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 2 2 To t a l 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 0 5 5 11 : 0 0 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 2 2 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 3 3 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 Gr a n d T o t a l 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 1 1 1 0 3 0 1 1 1 1 Ap p r c h % 0 1 0 0 0 0 0 0 0 1 0 0 0 33 . 3 3 3 . 3 3 3 . 3 To t a l % 0 3 6 . 4 0 3 6 . 4 0 0 0 0 0 3 6 . 4 0 3 6 . 4 9. 1 9 . 1 9 . 1 2 7 . 3 0 1 0 0 Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 3 0 P M t o 0 1 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 3 0 P M 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 % A p p . T o t a l 0 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-46 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r M o n t e r e y A v e n u e Country Club Drive Country Club Drive M o n t e r e y A v e n u e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 2 0 2 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 2 Ri g h t 0 Ou t To t a l In 0 2 2 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 2 : 3 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-47 Fi l e N a m e : 0 1 _ P L D _ M o n t e r e y _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : M o n t e r e y A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Mo n t e r e y A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Mo n t e r e y A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 3 0 P M t o 0 1 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 3 0 P M 12 : 3 0 P M 12 : 3 0 P M 12 : 3 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-48 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Monterey Avenue Country Club Drive Monterey Avenue Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 5 0 5 0 0 1 1 2 0 0 1 0 1 0 1 2 0 3 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 1 0 3 0 0 1 0 1 2 1 17 1 21 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Monterey Avenue Country Club Drive Monterey Avenue Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 1 0 1 0 0 3 0 3 0 0 6 1 7 0 0 3 0 3 0 0 4 0 4 0 0 2 0 2 0 0 6 0 6 1 0 1 0 2 0 0 2 0 2 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 1 31 1 35 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Monterey Avenue Country Club Drive Monterey Avenue Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 2 0 2 0 0 3 0 3 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 0 2 1 3 0 0 2 0 2 1 0 3 0 4 0 0 0 0 0 2 2 0 0 4 0 0 1 0 1 0 0 0 0 0 0 0 2 1 3 0 0 1 1 2 0 0 1 0 1 4 2 18 3 27 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Palm Desert Monterey Avenue Country Club Drive PEDESTRIANS 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-49 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 2 0 0 0 0 0 2 0 4 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 2 1 7 0 18 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 2 1 0 0 1 0 7 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 1 0 6 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 1 0 0 10 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 4 0 0 0 0 1 0 0 0 1 0 0 0 2 0 0 0 0 1 0 0 0 0 0 3 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 1 1 1 19 0 34 4:00 PM 4:15 PM 4:30 PM 4:45 PM Country Club Drive Monterey Avenue Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound 6:30 PM 6:45 PM Monterey Avenue Country Club Drive Monterey Avenue 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM Country Club Drive TOTAL VOLUMES: Monterey Avenue Country Club Drive Monterey Avenue Country Club Drive Southbound Westbound Northbound Eastbound 5:00 PM Southbound Westbound Northbound Eastbound Monterey Avenue Country Club Drive Monterey Avenue Country Club Drive 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-50 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 13 8 5 1 1 2 1 0 9 55 1 2 9 3 6 1 0 2 2 0 56 1 6 2 6 0 2 9 2 7 8 25 2 0 7 5 0 2 1 2 8 2 62 8 8 9 9 5 1 03 : 1 5 P M 24 6 2 9 0 9 5 48 1 4 4 3 8 1 7 2 3 0 52 1 6 1 5 2 1 9 2 6 5 10 1 7 9 5 0 3 1 2 3 9 67 8 2 9 8 9 6 03 : 3 0 P M 18 9 0 8 0 1 1 6 45 1 6 3 4 2 2 3 2 5 0 50 1 2 6 4 4 2 3 2 2 0 15 2 2 3 5 4 3 0 2 9 2 76 8 7 8 9 5 4 03 : 4 5 P M 26 9 1 1 5 7 1 3 2 59 1 2 4 2 6 1 5 2 0 9 34 1 2 9 3 5 1 2 1 9 8 16 1 8 4 5 4 2 5 2 5 4 59 7 9 3 8 5 2 To t a l 81 32 8 43 9 45 2 20 7 56 0 14 2 6 5 90 9 19 2 57 8 19 1 8 3 96 1 66 79 3 20 8 1 0 7 10 6 7 26 4 33 8 9 36 5 3 04 : 0 0 P M 21 8 9 1 1 4 1 2 1 58 1 3 9 2 7 1 2 2 2 4 54 1 1 2 3 7 1 4 2 0 3 10 1 8 4 4 4 1 6 2 3 8 46 7 8 6 8 3 2 04 : 1 5 P M 13 8 3 1 0 7 1 0 6 35 1 2 7 3 1 1 6 1 9 3 42 1 0 9 4 3 2 6 1 9 4 15 1 5 2 5 1 1 8 2 1 8 67 7 1 1 7 7 8 04 : 3 0 P M 16 9 0 1 4 8 1 2 0 32 1 2 2 3 3 1 0 1 8 7 35 1 0 8 3 5 9 1 7 8 11 1 9 3 6 2 2 7 2 6 6 54 7 5 1 8 0 5 04 : 4 5 P M 20 1 0 3 8 2 1 3 1 50 1 1 4 3 2 1 5 1 9 6 45 1 0 6 3 7 1 3 1 8 8 8 1 4 7 3 9 1 7 1 9 4 47 7 0 9 7 5 6 To t a l 70 36 5 43 2 1 47 8 17 5 50 2 12 3 5 3 80 0 17 6 43 5 15 2 6 2 76 3 44 67 6 19 6 7 8 91 6 21 4 29 5 7 31 7 1 05 : 0 0 P M 12 8 6 1 3 5 1 1 1 59 1 2 0 3 3 1 0 2 1 2 31 1 1 6 4 9 1 0 1 9 6 6 1 8 7 5 8 1 8 2 5 1 43 7 7 0 8 1 3 05 : 1 5 P M 10 9 8 1 2 6 1 2 0 45 1 4 3 3 8 1 8 2 2 6 41 1 1 7 3 6 1 5 1 9 4 8 1 8 7 4 1 2 3 2 3 6 62 7 7 6 8 3 8 05 : 3 0 P M 10 8 8 1 0 3 1 0 8 48 1 3 0 2 0 8 1 9 8 46 1 0 8 4 3 2 7 1 9 7 6 1 5 6 4 3 2 0 2 0 5 58 7 0 8 7 6 6 05 : 4 5 P M 6 7 0 7 3 8 3 41 9 3 2 1 1 1 1 5 5 32 8 9 2 5 1 1 1 4 6 11 1 3 4 3 7 1 9 1 8 2 44 5 6 6 6 1 0 To t a l 38 34 2 42 1 7 42 2 19 3 48 6 11 2 4 7 79 1 15 0 43 0 15 3 6 3 73 3 31 66 4 17 9 8 0 87 4 20 7 28 2 0 30 2 7 06 : 0 0 P M 9 6 8 6 3 8 3 27 1 0 2 1 3 6 1 4 2 29 6 1 2 2 1 5 1 1 2 5 1 0 6 2 4 1 0 1 3 5 34 4 7 2 5 0 6 06 : 1 5 P M 8 5 5 4 3 6 7 36 8 8 1 3 9 1 3 7 25 5 5 2 1 1 4 1 0 1 8 1 0 3 3 6 1 9 1 4 7 45 4 5 2 4 9 7 06 : 3 0 P M 3 6 4 4 2 7 1 19 1 1 4 1 3 6 1 4 6 20 3 2 1 8 9 7 0 1 8 9 2 5 1 0 1 1 5 27 4 0 2 4 2 9 06 : 4 5 P M 10 4 4 2 1 5 6 19 6 8 1 3 8 1 0 0 14 4 2 1 8 7 7 4 4 9 3 2 3 8 1 2 0 24 3 5 0 3 7 4 To t a l 30 23 1 16 9 27 7 10 1 37 2 52 2 9 52 5 88 19 0 79 4 5 35 7 18 39 1 10 8 4 7 51 7 13 0 16 7 6 18 0 6 Gr a n d T o t a l 21 9 1 2 6 6 1 4 4 5 6 1 6 2 9 67 6 1 9 2 0 4 2 9 1 9 4 3 0 2 5 60 6 1 6 3 3 5 7 5 2 5 3 2 8 1 4 15 9 2 5 2 4 6 9 1 3 1 2 3 3 7 4 81 5 1 0 8 4 2 1 1 6 5 7 Ap p r c h % 13 . 4 7 7 . 7 8 . 8 22 . 3 6 3 . 5 1 4 . 2 21 . 5 5 8 2 0 . 4 4. 7 7 4 . 8 2 0 . 5 To t a l % 2 1 1 . 7 1 . 3 1 5 6. 2 1 7 . 7 4 2 7 . 9 5. 6 1 5 . 1 5 . 3 2 6 1. 5 2 3 . 3 6 . 4 3 1 . 1 7 9 3 Pa s s e n g e r V e h i c l e s 21 3 12 3 6 14 0 16 4 4 66 8 19 0 0 42 2 31 8 0 59 5 15 6 3 55 1 29 5 2 14 9 24 6 8 66 8 35 9 2 0 0 11 3 6 8 % P a s s e n g e r V e h i c l e s 97 . 3 9 7 . 6 9 7 . 2 9 8 . 2 9 7 . 6 98 . 8 9 9 9 8 . 4 9 7 . 9 9 8 . 8 98 . 2 9 5 . 7 9 5 . 8 9 6 9 6 . 3 93 . 7 9 7 . 8 9 6 . 7 9 8 . 4 9 7 . 4 0 0 9 7 . 5 La r g e 2 A x l e V e h i c l e s 6 22 3 32 8 17 6 35 10 65 21 10 5 10 53 17 84 0 0 25 6 % L a r g e 2 A x l e V e h i c l e s 2. 7 1 . 7 2 . 1 1 . 8 1 . 9 1. 2 0 . 9 1 . 4 2 . 1 1 . 1 1. 7 4 3 . 7 3 . 6 3 . 4 6. 3 2 . 1 2 . 5 1 . 3 2 . 3 0 0 2 . 2 3 A x l e V e h i c l e s 0 8 0 8 0 1 1 2 0 5 0 5 0 2 3 6 0 0 21 % 3 A x l e V e h i c l e s 0 0 . 6 0 0 0 . 5 0 0 . 1 0 . 2 0 0 . 1 0 0 . 3 0 0 0 . 2 0 0 . 1 0 . 4 0 . 3 0 . 2 0 0 0 . 2 4+ A x l e T r u c k s 0 0 1 1 0 2 0 2 1 0 3 5 0 1 3 4 0 0 12 % 4 + A x l e T r u c k s 0 0 0 . 7 0 0 . 1 0 0 . 1 0 0 0 . 1 0. 2 0 0 . 5 0 . 4 0 . 2 0 0 0 . 4 0 0 . 1 0 0 0 . 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-51 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 13 8 5 1 1 1 0 9 55 1 2 9 3 6 2 2 0 56 1 6 2 6 0 2 7 8 25 20 7 5 0 2 8 2 88 9 03 : 1 5 P M 24 6 2 9 9 5 48 1 4 4 3 8 2 3 0 52 1 6 1 5 2 2 6 5 10 1 7 9 5 0 2 3 9 82 9 03 : 3 0 P M 18 9 0 8 1 1 6 45 16 3 4 2 2 5 0 50 1 2 6 4 4 2 2 0 15 22 3 5 4 2 9 2 87 8 03 : 4 5 P M 26 9 1 1 5 1 3 2 59 12 4 2 6 2 0 9 34 1 2 9 3 5 1 9 8 16 1 8 4 5 4 2 5 4 79 3 To t a l V o l u m e 81 32 8 43 45 2 20 7 56 0 14 2 90 9 19 2 57 8 19 1 96 1 66 79 3 20 8 10 6 7 33 8 9 % A p p . T o t a l 17 . 9 72 . 6 9. 5 22 . 8 61 . 6 15 . 6 20 60 . 1 19 . 9 6. 2 74 . 3 19 . 5 PH F .7 7 9 .9 0 1 .7 1 7 .8 5 6 .8 7 7 .8 5 9 .8 4 5 .9 0 9 .8 5 7 .8 9 2 .7 9 6 .8 6 4 .6 6 0 .8 8 9 .9 6 3 .9 1 4 .9 5 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-52 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 43 Th r u 32 8 Le f t 81 In Ou t To t a l 78 6 45 2 12 3 8 Right 142 Thru 560 Left 207 Out TotalIn 1065 909 1974 Le f t 19 2 Th r u 57 8 Ri g h t 19 1 Ou t To t a l In 74 3 96 1 17 0 4 Left 66 Thru 793 Right 208 Total OutIn 795 1067 1862 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-53 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 03 : 1 5 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 16 9 0 14 12 0 48 1 4 4 3 8 2 3 0 56 1 6 2 6 0 2 7 8 25 20 7 5 0 28 2 +1 5 m i n s . 20 1 0 3 8 13 1 45 16 3 4 2 2 5 0 52 1 6 1 5 2 2 6 5 10 1 7 9 5 0 23 9 +3 0 m i n s . 12 8 6 1 3 1 1 1 59 12 4 2 6 2 0 9 50 1 2 6 4 4 2 2 0 15 22 3 5 4 29 2 +4 5 m i n s . 10 9 8 1 2 1 2 0 58 1 3 9 2 7 2 2 4 34 1 2 9 3 5 1 9 8 16 1 8 4 5 4 25 4 To t a l V o l u m e 58 37 7 47 48 2 21 0 57 0 13 3 91 3 19 2 57 8 19 1 96 1 66 79 3 20 8 10 6 7 % A p p . T o t a l 12 78 . 2 9. 8 23 62 . 4 14 . 6 20 60 . 1 19 . 9 6. 2 74 . 3 19 . 5 PH F .7 2 5 .9 1 5 .8 3 9 .9 2 0 .8 9 0 .8 7 4 .7 9 2 .9 1 3 .8 5 7 .8 9 2 .7 9 6 .8 6 4 .6 6 0 .8 8 9 .9 6 3 .9 1 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-54 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 11 8 1 1 0 2 1 0 2 53 1 2 6 3 6 1 0 2 1 5 56 1 5 5 5 6 2 8 2 6 7 22 1 9 6 4 5 2 1 2 6 3 61 8 4 7 9 0 8 03 : 1 5 P M 23 6 1 8 0 9 2 48 1 4 2 3 7 1 6 2 2 7 52 1 5 2 5 0 1 8 2 5 4 8 1 7 4 4 7 3 0 2 2 9 64 8 0 2 8 6 6 03 : 3 0 P M 17 8 8 8 0 1 1 3 45 1 6 1 4 1 2 3 2 4 7 49 1 2 1 4 2 2 2 2 1 2 14 2 1 6 5 4 3 0 2 8 4 75 8 5 6 9 3 1 03 : 4 5 P M 25 8 7 1 5 7 1 2 7 57 1 2 2 2 6 1 5 2 0 5 33 1 2 1 3 3 1 2 1 8 7 15 1 7 9 5 2 2 4 2 4 6 58 7 6 5 8 2 3 To t a l 76 31 7 41 9 43 4 20 3 55 1 14 0 6 4 89 4 19 0 54 9 18 1 8 0 92 0 59 76 5 19 8 1 0 5 10 2 2 25 8 32 7 0 35 2 8 04 : 0 0 P M 21 8 5 1 1 4 1 1 7 58 1 3 5 2 6 1 1 2 1 9 50 1 0 3 3 5 1 3 1 8 8 10 1 7 8 4 3 1 6 2 3 1 44 7 5 5 7 9 9 04 : 1 5 P M 13 8 2 9 6 1 0 4 34 1 2 5 3 1 1 6 1 9 0 42 1 0 7 3 6 2 2 1 8 5 15 1 5 0 4 7 1 7 2 1 2 61 6 9 1 7 5 2 04 : 3 0 P M 16 8 8 1 4 8 1 1 8 32 1 2 1 3 3 1 0 1 8 6 34 1 0 2 3 2 8 1 6 8 10 1 8 7 6 2 2 7 2 5 9 53 7 3 1 7 8 4 04 : 4 5 P M 20 1 0 2 7 2 1 2 9 50 1 1 3 3 0 1 3 1 9 3 43 1 0 2 3 6 1 2 1 8 1 7 1 4 1 3 8 1 7 1 8 6 44 6 8 9 7 3 3 To t a l 70 35 7 41 2 0 46 8 17 4 49 4 12 0 5 0 78 8 16 9 41 4 13 9 5 5 72 2 42 65 6 19 0 7 7 88 8 20 2 28 6 6 30 6 8 05 : 0 0 P M 12 8 5 1 3 5 1 1 0 58 1 1 9 3 3 1 0 2 1 0 30 1 1 2 4 8 1 0 1 9 0 6 1 8 6 5 5 1 7 2 4 7 42 7 5 7 7 9 9 05 : 1 5 P M 9 9 6 1 2 6 1 1 7 45 1 4 2 3 7 1 8 2 2 4 41 1 1 1 3 6 1 5 1 8 8 8 1 8 7 4 1 2 3 2 3 6 62 7 6 5 8 2 7 05 : 3 0 P M 10 8 5 1 0 3 1 0 5 47 1 3 0 2 0 8 1 9 7 46 1 0 6 4 3 2 7 1 9 5 6 1 5 2 4 0 1 9 1 9 8 57 6 9 5 7 5 2 05 : 4 5 P M 6 6 8 7 3 8 1 41 9 3 2 0 1 1 1 5 4 32 8 6 2 5 1 1 1 4 3 11 1 3 2 3 6 1 9 1 7 9 44 5 5 7 6 0 1 To t a l 37 33 4 42 1 7 41 3 19 1 48 4 11 0 4 7 78 5 14 9 41 5 15 2 6 3 71 6 31 65 7 17 2 7 8 86 0 20 5 27 7 4 29 7 9 06 : 0 0 P M 9 6 7 6 3 8 2 27 1 0 1 1 3 6 1 4 1 28 5 7 2 2 1 5 1 0 7 5 1 0 5 2 4 1 0 1 3 4 34 4 6 4 4 9 8 06 : 1 5 P M 8 5 3 4 3 6 5 35 8 8 1 3 9 1 3 6 25 5 5 2 1 1 4 1 0 1 7 1 0 3 3 6 1 9 1 4 6 45 4 4 8 4 9 3 06 : 3 0 P M 3 6 4 4 2 7 1 19 1 1 4 1 3 6 1 4 6 20 3 1 1 8 9 6 9 1 8 9 2 5 1 0 1 1 5 27 4 0 1 4 2 8 06 : 4 5 P M 10 4 4 2 1 5 6 19 6 8 1 3 8 1 0 0 14 4 2 1 8 7 7 4 4 9 3 2 3 8 1 2 0 24 3 5 0 3 7 4 To t a l 30 22 8 16 9 27 4 10 0 37 1 52 2 9 52 3 87 18 5 79 4 5 35 1 17 39 0 10 8 4 7 51 5 13 0 16 6 3 17 9 3 Gr a n d T o t a l 21 3 1 2 3 6 1 4 0 5 5 1 5 8 9 66 8 1 9 0 0 4 2 2 1 9 0 2 9 9 0 59 5 1 5 6 3 5 5 1 2 4 3 2 7 0 9 14 9 2 4 6 8 6 6 8 3 0 7 3 2 8 5 79 5 1 0 5 7 3 1 1 3 6 8 Ap p r c h % 13 . 4 7 7 . 8 8 . 8 22 . 3 6 3 . 5 1 4 . 1 22 5 7 . 7 2 0 . 3 4. 5 7 5 . 1 2 0 . 3 To t a l % 2 1 1 . 7 1 . 3 1 5 6. 3 1 8 4 2 8 . 3 5. 6 1 4 . 8 5 . 2 2 5 . 6 1. 4 2 3 . 3 6 . 3 3 1 . 1 7 9 3 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 11 8 1 1 0 1 0 2 53 1 2 6 3 6 2 1 5 56 1 5 5 5 6 2 6 7 22 19 6 4 5 2 6 3 84 7 03 : 1 5 P M 23 6 1 8 9 2 48 1 4 2 3 7 2 2 7 52 1 5 2 5 0 2 5 4 8 1 7 4 4 7 2 2 9 80 2 03 : 3 0 P M 17 88 8 1 1 3 45 16 1 4 1 2 4 7 49 1 2 1 4 2 2 1 2 14 21 6 5 4 2 8 4 85 6 03 : 4 5 P M 25 87 15 1 2 7 57 12 2 2 6 2 0 5 33 1 2 1 3 3 1 8 7 15 1 7 9 5 2 2 4 6 76 5 To t a l V o l u m e 76 31 7 41 43 4 20 3 55 1 14 0 89 4 19 0 54 9 18 1 92 0 59 76 5 19 8 10 2 2 32 7 0 % A p p . T o t a l 17 . 5 73 9. 4 22 . 7 61 . 6 15 . 7 20 . 7 59 . 7 19 . 7 5. 8 74 . 9 19 . 4 PH F .7 6 0 .9 0 1 .6 8 3 .8 5 4 .8 9 0 .8 5 6 .8 5 4 .9 0 5 .8 4 8 .8 8 5 .8 0 8 .8 6 1 .6 7 0 .8 8 5 .9 1 7 .9 0 0 .9 5 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-55 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 41 Th r u 31 7 Le f t 76 In Ou t To t a l 74 8 43 4 11 8 2 Right 140 Thru 551 Left 203 Out TotalIn 1022 894 1916 Le f t 19 0 Th r u 54 9 Ri g h t 18 1 Ou t To t a l In 71 8 92 0 16 3 8 Left 59 Thru 765 Right 198 Total OutIn 782 1022 1804 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-56 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 11 8 1 1 0 1 0 2 53 1 2 6 3 6 2 1 5 56 1 5 5 5 6 2 6 7 22 19 6 4 5 26 3 +1 5 m i n s . 23 6 1 8 9 2 48 1 4 2 3 7 2 2 7 52 1 5 2 5 0 2 5 4 8 1 7 4 4 7 22 9 +3 0 m i n s . 17 88 8 1 1 3 45 16 1 4 1 2 4 7 49 1 2 1 4 2 2 1 2 14 21 6 5 4 28 4 +4 5 m i n s . 25 87 15 1 2 7 57 12 2 2 6 2 0 5 33 1 2 1 3 3 1 8 7 15 1 7 9 5 2 24 6 To t a l V o l u m e 76 31 7 41 43 4 20 3 55 1 14 0 89 4 19 0 54 9 18 1 92 0 59 76 5 19 8 10 2 2 % A p p . T o t a l 17 . 5 73 9. 4 22 . 7 61 . 6 15 . 7 20 . 7 59 . 7 19 . 7 5. 8 74 . 9 19 . 4 PH F .7 6 0 .9 0 1 .6 8 3 .8 5 4 .8 9 0 .8 5 6 .8 5 4 .9 0 5 .8 4 8 .8 8 5 .8 0 8 .8 6 1 .6 7 0 .8 8 5 .9 1 7 .9 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-57 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 2 4 1 0 7 2 1 0 0 3 0 7 3 1 1 0 3 1 0 4 0 1 7 1 3 7 3 8 03 : 1 5 P M 1 1 1 0 3 0 2 1 1 3 0 9 2 1 1 1 2 5 2 1 9 3 2 6 2 9 03 : 3 0 P M 1 2 0 0 3 0 2 0 0 2 1 4 2 1 7 1 7 0 0 8 1 2 0 2 1 03 : 4 5 P M 1 3 0 0 4 2 2 0 0 4 1 8 2 0 1 1 1 5 2 1 8 1 2 7 2 8 To t a l 5 10 2 0 17 4 7 1 1 12 2 28 9 3 39 7 27 8 2 42 6 11 0 11 6 04 : 0 0 P M 0 4 0 0 4 0 4 1 1 5 4 9 2 1 1 5 0 5 0 0 5 2 2 9 3 1 04 : 1 5 P M 0 1 1 1 2 1 2 0 0 3 0 2 5 3 7 0 2 3 0 5 4 1 7 2 1 04 : 3 0 P M 0 2 0 0 2 0 1 0 0 1 0 6 3 1 9 1 6 0 0 7 1 1 9 2 0 04 : 4 5 P M 0 0 0 0 0 0 1 2 2 3 2 4 1 1 7 1 6 1 0 8 3 1 8 2 1 To t a l 0 7 1 1 8 1 8 3 3 12 6 21 11 6 38 2 19 4 0 25 10 83 93 05 : 0 0 P M 0 1 0 0 1 1 1 0 0 2 1 3 1 0 5 0 1 3 1 4 1 1 2 1 3 05 : 1 5 P M 1 1 0 0 2 0 0 1 0 1 0 4 0 0 4 0 0 0 0 0 0 7 7 05 : 3 0 P M 0 1 0 0 1 1 0 0 0 1 0 2 0 0 2 0 4 2 1 6 1 1 0 1 1 05 : 4 5 P M 0 1 0 0 1 0 0 1 0 1 0 3 0 0 3 0 1 0 0 1 0 6 6 To t a l 1 4 0 0 5 2 1 2 0 5 1 12 1 0 14 0 6 5 2 11 2 35 37 06 : 0 0 P M 0 1 0 0 1 0 1 0 0 1 1 3 0 0 4 0 1 0 0 1 0 7 7 06 : 1 5 P M 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 2 2 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 1 1 0 0 2 1 4 0 0 5 1 1 0 0 2 0 10 10 Gr a n d T o t a l 6 2 2 3 1 3 1 8 1 7 6 4 3 1 10 6 5 2 1 9 9 6 10 5 3 1 7 4 8 0 18 2 3 8 2 5 6 Ap p r c h % 19 . 4 7 1 9 . 7 25 . 8 5 4 . 8 1 9 . 4 10 . 4 6 7 . 7 2 1 . 9 12 . 5 6 6 . 2 2 1 . 2 To t a l % 2. 5 9 . 2 1 . 3 1 3 3. 4 7 . 1 2 . 5 1 3 4. 2 2 7 . 3 8 . 8 4 0 . 3 4. 2 2 2 . 3 7 . 1 3 3 . 6 7 9 3 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 2 4 1 7 2 1 0 3 0 7 3 10 3 1 0 4 17 37 03 : 1 5 P M 1 1 1 3 0 2 1 3 0 9 2 11 2 5 2 9 26 03 : 3 0 P M 1 2 0 3 0 2 0 2 1 4 2 7 1 7 0 8 20 03 : 4 5 P M 1 3 0 4 2 2 0 4 1 8 2 1 1 1 5 2 8 27 To t a l V o l u m e 5 10 2 17 4 7 1 12 2 28 9 39 7 27 8 42 11 0 % A p p . T o t a l 29 . 4 58 . 8 11 . 8 33 . 3 58 . 3 8. 3 5. 1 71 . 8 23 . 1 16 . 7 64 . 3 19 PH F .6 2 5 .6 2 5 .5 0 0 .6 0 7 .5 0 0 .8 7 5 .2 5 0 .7 5 0 .5 0 0 .7 7 8 .7 5 0 .8 8 6 .5 8 3 .6 7 5 .5 0 0 .6 1 8 .7 4 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-58 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 2 Th r u 10 Le f t 5 In Ou t To t a l 36 17 53 Right 1 Thru 7 Left 4 Out TotalIn 41 12 53 Le f t 2 Th r u 28 Ri g h t 9 Ou t To t a l In 22 39 61 Left 7 Thru 27 Right 8 Total OutIn 11 42 53 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-59 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 2 4 1 7 2 1 0 3 0 7 3 10 3 1 0 4 17 +1 5 m i n s . 1 1 1 3 0 2 1 3 0 9 2 11 2 5 2 9 +3 0 m i n s . 1 2 0 3 0 2 0 2 1 4 2 7 1 7 0 8 +4 5 m i n s . 1 3 0 4 2 2 0 4 1 8 2 1 1 1 5 2 8 To t a l V o l u m e 5 10 2 17 4 7 1 12 2 28 9 39 7 27 8 42 % A p p . T o t a l 29 . 4 58 . 8 11 . 8 33 . 3 58 . 3 8. 3 5. 1 71 . 8 23 . 1 16 . 7 64 . 3 19 PH F .6 2 5 .6 2 5 .5 0 0 .6 0 7 .5 0 0 .8 7 5 .2 5 0 .7 5 0 .5 0 0 .7 7 8 .7 5 0 .8 8 6 .5 8 3 .6 7 5 .5 0 0 .6 1 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-60 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 03 : 3 0 P M 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 2 2 03 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 1 1 0 2 0 1 0 0 1 0 1 1 0 2 0 6 6 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 2 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 2 3 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 05 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 3 3 05 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 2 To t a l 0 4 0 0 4 0 0 0 0 0 0 3 0 0 3 0 1 1 0 2 0 9 9 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 06 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 Gr a n d T o t a l 0 8 0 0 8 0 1 1 0 2 0 5 0 0 5 0 2 3 1 5 1 2 0 2 1 Ap p r c h % 0 1 0 0 0 0 5 0 5 0 0 1 0 0 0 0 4 0 6 0 To t a l % 0 4 0 0 4 0 0 5 5 1 0 0 2 5 0 2 5 0 1 0 1 5 2 5 4. 8 9 5 . 2 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 03 : 3 0 P M 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2 03 : 4 5 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 To t a l V o l u m e 0 1 0 1 0 1 1 2 0 1 0 1 0 1 1 2 6 % A p p . T o t a l 0 10 0 0 0 50 50 0 10 0 0 0 50 50 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-61 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 0 Th r u 1 Le f t 0 In Ou t To t a l 2 1 3 Right 1 Thru 1 Left 0 Out TotalIn 1 2 3 Le f t 0 Th r u 1 Ri g h t 0 Ou t To t a l In 2 1 3 Left 0 Thru 1 Right 1 Total OutIn 1 2 3 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-62 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 +3 0 m i n s . 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 +4 5 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 1 0 1 0 1 1 2 0 1 0 1 0 1 1 2 % A p p . T o t a l 0 10 0 0 0 50 50 0 10 0 0 0 50 50 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-63 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0 1 0 3 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 1 0 1 0 3 3 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 2 2 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 2 1 2 0 0 0 0 0 1 2 3 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 1 04 : 4 5 P M 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 0 1 0 1 0 0 0 0 0 1 0 2 1 3 0 1 1 0 2 1 6 7 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 To t a l 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 2 2 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 1 0 1 0 2 0 0 2 1 0 3 1 4 0 1 3 0 4 1 1 1 1 2 Ap p r c h % 0 0 1 0 0 0 1 0 0 0 25 0 7 5 0 2 5 7 5 To t a l % 0 0 9 . 1 9 . 1 0 1 8 . 2 0 1 8 . 2 9. 1 0 2 7 . 3 3 6 . 4 0 9 . 1 2 7 . 3 3 6 . 4 8. 3 9 1 . 7 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 1 0 1 0 0 1 1 0 0 1 1 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 1 0 1 0 0 1 1 0 0 1 1 3 % A p p . T o t a l 0 0 0 0 10 0 0 0 0 10 0 0 0 10 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-64 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 1 Left 0 Out TotalIn 1 1 2 Le f t 0 Th r u 0 Ri g h t 1 Ou t To t a l In 1 1 2 Left 0 Thru 0 Right 1 Total OutIn 1 1 2 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-65 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 1 0 1 0 0 1 1 0 0 1 1 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 1 0 1 0 0 1 1 0 0 1 1 % A p p . T o t a l 0 0 0 0 10 0 0 0 0 10 0 0 0 10 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-66 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 15 9 1 1 1 3 1 1 7 40 1 6 2 4 1 1 4 2 4 3 43 1 7 4 5 0 2 1 2 6 7 11 2 1 5 5 1 2 0 2 7 7 58 9 0 4 9 6 2 03 : 1 5 P M 18 9 2 8 5 1 1 8 56 1 5 4 3 4 2 2 2 4 4 51 1 5 6 4 1 1 1 2 4 8 15 1 7 5 6 2 1 8 2 5 2 56 8 6 2 9 1 8 03 : 3 0 P M 19 1 0 1 1 3 4 1 3 3 41 1 1 4 4 3 2 2 1 9 8 54 1 4 4 4 7 2 4 2 4 5 19 1 8 8 6 0 2 6 2 6 7 76 8 4 3 9 1 9 03 : 4 5 P M 15 1 0 7 1 2 6 1 3 4 48 1 3 9 2 6 1 6 2 1 3 52 1 3 2 5 1 2 3 2 3 5 11 1 9 7 4 5 2 1 2 5 3 66 8 3 5 9 0 1 To t a l 67 39 1 44 1 8 50 2 18 5 56 9 14 4 7 4 89 8 20 0 60 6 18 9 7 9 99 5 56 77 5 21 8 8 5 10 4 9 25 6 34 4 4 37 0 0 04 : 0 0 P M 19 6 0 1 1 4 9 0 45 1 3 0 2 7 1 3 2 0 2 37 1 0 4 4 4 1 4 1 8 5 6 1 7 3 5 0 2 4 2 2 9 55 7 0 6 7 6 1 04 : 1 5 P M 14 8 7 1 4 6 1 1 5 44 1 3 6 3 1 1 1 2 1 1 38 9 6 4 4 2 1 1 7 8 6 1 9 3 3 6 1 9 2 3 5 57 7 3 9 7 9 6 04 : 3 0 P M 20 9 7 6 3 1 2 3 33 1 1 5 2 6 1 0 1 7 4 33 1 1 2 4 0 1 5 1 8 5 12 1 4 5 4 7 2 7 2 0 4 55 6 8 6 7 4 1 04 : 4 5 P M 15 8 3 1 0 3 1 0 8 56 1 3 9 2 8 1 8 2 2 3 27 1 0 5 3 7 1 7 1 6 9 11 2 0 9 5 7 2 6 2 7 7 64 7 7 7 8 4 1 To t a l 68 32 7 41 1 6 43 6 17 8 52 0 11 2 5 2 81 0 13 5 41 7 16 5 6 7 71 7 35 72 0 19 0 9 6 94 5 23 1 29 0 8 31 3 9 05 : 0 0 P M 14 1 0 2 1 7 6 1 3 3 41 1 2 2 2 2 9 1 8 5 32 1 2 1 4 4 2 3 1 9 7 4 1 7 7 4 0 1 9 2 2 1 57 7 3 6 7 9 3 05 : 1 5 P M 9 1 0 0 4 1 1 1 3 47 1 3 5 3 0 1 2 2 1 2 34 1 1 3 4 4 1 2 1 9 1 11 1 9 6 4 0 2 6 2 4 7 51 7 6 3 8 1 4 05 : 3 0 P M 11 8 1 1 0 6 1 0 2 45 1 4 2 2 0 9 2 0 7 29 1 1 2 3 5 2 0 1 7 6 5 1 3 1 4 7 2 8 1 8 3 63 6 6 8 7 3 1 05 : 4 5 P M 10 7 3 8 4 9 1 28 1 0 8 2 3 1 3 1 5 9 56 6 8 4 0 2 3 1 6 4 6 1 1 8 3 0 1 5 1 5 4 55 5 6 8 6 2 3 To t a l 44 35 6 39 1 7 43 9 16 1 50 7 95 4 3 76 3 15 1 41 4 16 3 7 8 72 8 26 62 2 15 7 8 8 80 5 22 6 27 3 5 29 6 1 06 : 0 0 P M 12 5 8 5 4 7 5 24 9 9 2 1 1 6 1 4 4 29 6 7 2 3 1 1 1 1 9 12 1 0 5 3 0 1 5 1 4 7 46 4 8 5 5 3 1 06 : 1 5 P M 11 4 7 5 4 6 3 27 1 0 3 1 3 6 1 4 3 26 5 0 2 0 1 0 9 6 3 1 1 9 2 8 1 7 1 5 0 37 4 5 2 4 8 9 06 : 3 0 P M 7 4 3 1 0 5 6 0 30 8 3 1 1 5 1 2 4 31 5 1 2 8 1 5 1 1 0 6 9 6 1 7 7 1 1 9 32 4 1 3 4 4 5 06 : 4 5 P M 10 5 1 1 0 6 7 1 14 7 9 1 4 8 1 0 7 21 6 2 2 7 1 7 1 1 0 9 8 4 1 5 8 1 0 8 39 3 9 6 4 3 5 To t a l 40 19 9 30 1 9 26 9 95 36 4 59 3 5 51 8 10 7 23 0 98 5 3 43 5 30 40 4 90 4 7 52 4 15 4 17 4 6 19 0 0 Gr a n d T o t a l 21 9 1 2 7 3 1 5 4 7 0 1 6 4 6 61 9 1 9 6 0 4 1 0 2 0 4 2 9 8 9 59 3 1 6 6 7 6 1 5 2 7 7 2 8 7 5 14 7 2 5 2 1 6 5 5 3 1 6 3 3 2 3 86 7 1 0 8 3 3 1 1 7 0 0 Ap p r c h % 13 . 3 7 7 . 3 9 . 4 20 . 7 6 5 . 6 1 3 . 7 20 . 6 5 8 2 1 . 4 4. 4 7 5 . 9 1 9 . 7 To t a l % 2 1 1 . 8 1 . 4 1 5 . 2 5. 7 1 8 . 1 3 . 8 2 7 . 6 5. 5 1 5 . 4 5 . 7 2 6 . 5 1. 4 2 3 . 3 6 3 0 . 7 7. 4 9 2 . 6 Pa s s e n g e r V e h i c l e s 21 6 12 3 9 15 2 16 7 7 61 2 19 4 2 40 3 31 6 0 57 8 16 0 9 60 4 30 6 4 13 8 24 7 0 62 9 35 4 3 0 0 11 4 4 4 % P a s s e n g e r V e h i c l e s 98 . 6 9 7 . 3 9 8 . 7 1 0 0 9 7 . 7 98 . 9 9 9 . 1 9 8 . 3 9 9 . 5 9 9 97 . 5 9 6 . 5 9 8 . 2 9 8 . 6 9 7 . 2 93 . 9 9 8 9 6 9 6 . 8 9 7 . 4 0 0 9 7 . 8 La r g e 2 A x l e V e h i c l e s 3 26 2 31 7 16 5 29 15 56 11 86 7 49 20 83 0 0 22 9 % L a r g e 2 A x l e V e h i c l e s 1. 4 2 1 . 3 0 1 . 8 1. 1 0 . 8 1 . 2 0 . 5 0 . 9 2. 5 3 . 4 1 . 8 1 . 4 2 . 7 4. 8 1 . 9 3 . 1 2 . 2 2 . 3 0 0 2 3 A x l e V e h i c l e s 0 8 0 8 0 2 1 3 0 2 0 2 2 1 5 11 0 0 24 % 3 A x l e V e h i c l e s 0 0 . 6 0 0 0 . 5 0 0 . 1 0 . 2 0 0 . 1 0 0 . 1 0 0 0 . 1 1. 4 0 0 . 8 0 . 9 0 . 3 0 0 0 . 2 4+ A x l e T r u c k s 0 0 0 0 0 0 1 1 0 0 0 0 0 1 1 2 0 0 3 % 4 + A x l e T r u c k s 0 0 0 0 0 0 0 0 . 2 0 0 0 0 0 0 0 0 0 0 . 2 0 0 . 1 0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-67 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 15 9 1 1 1 1 1 7 40 16 2 41 2 4 3 43 17 4 50 26 7 11 21 5 51 27 7 90 4 03 : 1 5 P M 18 9 2 8 1 1 8 56 15 4 3 4 24 4 51 1 5 6 4 1 2 4 8 15 1 7 5 62 25 2 86 2 03 : 3 0 P M 19 10 1 13 13 3 41 1 1 4 43 19 8 54 14 4 4 7 2 4 5 19 18 8 6 0 2 6 7 84 3 03 : 4 5 P M 15 10 7 12 13 4 48 1 3 9 2 6 2 1 3 52 1 3 2 51 23 5 11 1 9 7 4 5 2 5 3 83 5 To t a l V o l u m e 67 39 1 44 50 2 18 5 56 9 14 4 89 8 20 0 60 6 18 9 99 5 56 77 5 21 8 10 4 9 34 4 4 % A p p . T o t a l 13 . 3 77 . 9 8. 8 20 . 6 63 . 4 16 20 . 1 60 . 9 19 5. 3 73 . 9 20 . 8 PH F .8 8 2 .9 1 4 .8 4 6 .9 3 7 .8 2 6 .8 7 8 .8 3 7 .9 2 0 .9 2 6 .8 7 1 .9 2 6 .9 3 2 .7 3 7 .9 0 1 .8 7 9 .9 4 7 .9 5 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-68 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 44 Th r u 39 1 Le f t 67 In Ou t To t a l 80 6 50 2 13 0 8 Right 144 Thru 569 Left 185 Out TotalIn 1031 898 1929 Le f t 20 0 Th r u 60 6 Ri g h t 18 9 Ou t To t a l In 79 4 99 5 17 8 9 Left 56 Thru 775 Right 218 Total OutIn 813 1049 1862 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-69 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 15 9 1 1 1 1 1 7 40 16 2 41 2 4 3 43 17 4 50 26 7 11 21 5 51 27 7 +1 5 m i n s . 18 9 2 8 1 1 8 56 15 4 3 4 24 4 51 1 5 6 4 1 2 4 8 15 1 7 5 62 25 2 +3 0 m i n s . 19 10 1 13 13 3 41 1 1 4 43 19 8 54 14 4 4 7 2 4 5 19 18 8 6 0 26 7 +4 5 m i n s . 15 10 7 12 13 4 48 1 3 9 2 6 2 1 3 52 1 3 2 51 23 5 11 1 9 7 4 5 25 3 To t a l V o l u m e 67 39 1 44 50 2 18 5 56 9 14 4 89 8 20 0 60 6 18 9 99 5 56 77 5 21 8 10 4 9 % A p p . T o t a l 13 . 3 77 . 9 8. 8 20 . 6 63 . 4 16 20 . 1 60 . 9 19 5. 3 73 . 9 20 . 8 PH F .8 8 2 .9 1 4 .8 4 6 .9 3 7 .8 2 6 .8 7 8 .8 3 7 .9 2 0 .9 2 6 .8 7 1 .9 2 6 .9 3 2 .7 3 7 .9 0 1 .8 7 9 .9 4 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-70 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 15 8 8 1 1 3 1 1 4 39 1 6 0 4 0 1 4 2 3 9 42 1 7 1 4 9 2 1 2 6 2 9 2 0 4 4 3 1 7 2 5 6 55 8 7 1 9 2 6 03 : 1 5 P M 17 8 9 8 5 1 1 4 55 1 5 0 3 4 2 2 2 3 9 50 1 5 4 3 9 1 0 2 4 3 14 1 7 0 5 8 1 7 2 4 2 54 8 3 8 8 9 2 03 : 3 0 P M 19 9 9 1 3 4 1 3 1 41 1 1 3 4 2 2 2 1 9 6 52 1 3 3 4 6 2 4 2 3 1 19 1 8 3 6 0 2 6 2 6 2 76 8 2 0 8 9 6 03 : 4 5 P M 15 1 0 5 1 2 6 1 3 2 47 1 3 8 2 6 1 6 2 1 1 52 1 2 6 5 0 2 2 2 2 8 11 1 9 1 4 4 2 0 2 4 6 64 8 1 7 8 8 1 To t a l 66 38 1 44 1 8 49 1 18 2 56 1 14 2 7 4 88 5 19 6 58 4 18 4 7 7 96 4 53 74 8 20 5 8 0 10 0 6 24 9 33 4 6 35 9 5 04 : 0 0 P M 18 5 9 1 0 4 8 7 45 1 2 8 2 7 1 3 2 0 0 35 9 9 4 2 1 4 1 7 6 4 1 6 9 4 8 2 2 2 2 1 53 6 8 4 7 3 7 04 : 1 5 P M 14 8 3 1 4 6 1 1 1 42 1 3 6 3 1 1 1 2 0 9 36 9 2 4 4 2 1 1 7 2 5 1 9 0 3 5 1 9 2 3 0 57 7 2 2 7 7 9 04 : 3 0 P M 20 9 5 6 3 1 2 1 33 1 1 3 2 6 1 0 1 7 2 31 1 0 6 3 9 1 5 1 7 6 11 1 4 1 4 7 2 7 1 9 9 55 6 6 8 7 2 3 04 : 4 5 P M 15 8 2 1 0 3 1 0 7 55 1 3 9 2 7 1 8 2 2 1 26 1 0 1 3 6 1 7 1 6 3 10 2 0 8 5 7 2 6 2 7 5 64 7 6 6 8 3 0 To t a l 67 31 9 40 1 6 42 6 17 5 51 6 11 1 5 2 80 2 12 8 39 8 16 1 6 7 68 7 30 70 8 18 7 9 4 92 5 22 9 28 4 0 30 6 9 05 : 0 0 P M 14 9 6 1 7 6 1 2 7 41 1 2 0 2 1 9 1 8 2 32 1 1 6 4 4 2 3 1 9 2 4 1 7 5 3 9 1 9 2 1 8 57 7 1 9 7 7 6 05 : 1 5 P M 9 9 9 4 1 1 1 2 47 1 3 4 3 0 1 2 2 1 1 33 1 1 1 4 4 1 2 1 8 8 11 1 9 3 3 9 2 6 2 4 3 51 7 5 4 8 0 5 05 : 3 0 P M 11 7 7 1 0 6 9 8 45 1 4 1 2 0 9 2 0 6 28 1 0 9 3 5 2 0 1 7 2 5 1 2 7 4 3 2 7 1 7 5 62 6 5 1 7 1 3 05 : 4 5 P M 10 7 1 8 4 8 9 28 1 0 8 2 1 1 3 1 5 7 54 6 6 3 9 2 2 1 5 9 6 1 1 8 2 9 1 4 1 5 3 53 5 5 8 6 1 1 To t a l 44 34 3 39 1 7 42 6 16 1 50 3 92 4 3 75 6 14 7 40 2 16 2 7 7 71 1 26 61 3 15 0 8 6 78 9 22 3 26 8 2 29 0 5 06 : 0 0 P M 11 5 8 5 4 7 4 24 9 9 2 1 1 6 1 4 4 29 6 5 2 3 1 1 1 1 7 12 1 0 3 2 8 1 5 1 4 3 46 4 7 8 5 2 4 06 : 1 5 P M 11 4 6 4 4 6 1 27 1 0 3 1 3 6 1 4 3 26 5 0 2 0 1 0 9 6 3 1 1 8 2 8 1 7 1 4 9 37 4 4 9 4 8 6 06 : 3 0 P M 7 4 1 1 0 5 5 8 30 8 3 1 0 4 1 2 3 31 4 9 2 7 1 4 1 0 7 5 9 6 1 6 6 1 1 7 29 4 0 5 4 3 4 06 : 4 5 P M 10 5 1 1 0 6 7 1 13 7 7 1 4 8 1 0 4 21 6 1 2 7 1 7 1 0 9 9 8 4 1 5 8 1 0 8 39 3 9 2 4 3 1 To t a l 39 19 6 29 1 9 26 4 94 36 2 58 3 4 51 4 10 7 22 5 97 5 2 42 9 29 40 1 87 4 6 51 7 15 1 17 2 4 18 7 5 Gr a n d T o t a l 21 6 1 2 3 9 1 5 2 7 0 1 6 0 7 61 2 1 9 4 2 4 0 3 2 0 3 2 9 5 7 57 8 1 6 0 9 6 0 4 2 7 3 2 7 9 1 13 8 2 4 7 0 6 2 9 3 0 6 3 2 3 7 85 2 1 0 5 9 2 1 1 4 4 4 Ap p r c h % 13 . 4 7 7 . 1 9 . 5 20 . 7 6 5 . 7 1 3 . 6 20 . 7 5 7 . 6 2 1 . 6 4. 3 7 6 . 3 1 9 . 4 To t a l % 2 1 1 . 7 1 . 4 1 5 . 2 5. 8 1 8 . 3 3 . 8 2 7 . 9 5. 5 1 5 . 2 5 . 7 2 6 . 4 1. 3 2 3 . 3 5 . 9 3 0 . 6 7. 4 9 2 . 6 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 15 8 8 1 1 1 1 4 39 16 0 40 23 9 42 17 1 49 26 2 9 20 4 43 2 5 6 87 1 03 : 1 5 P M 17 8 9 8 1 1 4 55 15 0 3 4 2 3 9 50 1 5 4 3 9 2 4 3 14 1 7 0 5 8 2 4 2 83 8 03 : 3 0 P M 19 99 13 13 1 41 1 1 3 42 19 6 52 13 3 4 6 2 3 1 19 18 3 60 2 6 2 82 0 03 : 4 5 P M 15 10 5 12 13 2 47 1 3 8 2 6 2 1 1 52 1 2 6 50 22 8 11 1 9 1 4 4 2 4 6 81 7 To t a l V o l u m e 66 38 1 44 49 1 18 2 56 1 14 2 88 5 19 6 58 4 18 4 96 4 53 74 8 20 5 10 0 6 33 4 6 % A p p . T o t a l 13 . 4 77 . 6 9 20 . 6 63 . 4 16 20 . 3 60 . 6 19 . 1 5. 3 74 . 4 20 . 4 PH F .8 6 8 .9 0 7 .8 4 6 .9 3 0 .8 2 7 .8 7 7 .8 4 5 .9 2 6 .9 4 2 .8 5 4 .9 2 0 .9 2 0 .6 9 7 .9 1 7 .8 5 4 .9 6 0 .9 6 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-71 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 44 Th r u 38 1 Le f t 66 In Ou t To t a l 77 9 49 1 12 7 0 Right 142 Thru 561 Left 182 Out TotalIn 998 885 1883 Le f t 19 6 Th r u 58 4 Ri g h t 18 4 Ou t To t a l In 76 8 96 4 17 3 2 Left 53 Thru 748 Right 205 Total OutIn 801 1006 1807 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-72 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 15 8 8 1 1 1 1 4 39 16 0 40 23 9 42 17 1 49 26 2 9 20 4 43 25 6 +1 5 m i n s . 17 8 9 8 1 1 4 55 15 0 3 4 2 3 9 50 1 5 4 3 9 2 4 3 14 1 7 0 5 8 24 2 +3 0 m i n s . 19 99 13 13 1 41 1 1 3 42 19 6 52 13 3 4 6 2 3 1 19 18 3 60 26 2 +4 5 m i n s . 15 10 5 12 13 2 47 1 3 8 2 6 2 1 1 52 1 2 6 50 22 8 11 1 9 1 4 4 24 6 To t a l V o l u m e 66 38 1 44 49 1 18 2 56 1 14 2 88 5 19 6 58 4 18 4 96 4 53 74 8 20 5 10 0 6 % A p p . T o t a l 13 . 4 77 . 6 9 20 . 6 63 . 4 16 20 . 3 60 . 6 19 . 1 5. 3 74 . 4 20 . 4 PH F .8 6 8 .9 0 7 .8 4 6 .9 3 0 .8 2 7 .8 7 7 .8 4 5 .9 2 6 .9 4 2 .8 5 4 .9 2 0 .9 2 0 .6 9 7 .9 1 7 .8 5 4 .9 6 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-73 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 3 0 0 3 1 2 0 0 3 1 2 1 0 4 2 1 1 8 3 2 1 3 3 1 3 4 03 : 1 5 P M 1 2 0 0 3 1 3 0 0 4 1 2 2 1 5 1 4 3 0 8 1 2 0 2 1 03 : 3 0 P M 0 2 0 0 2 0 1 0 0 1 2 1 1 1 0 1 4 0 5 0 0 5 0 2 2 2 2 03 : 4 5 P M 0 1 0 0 1 1 1 0 0 2 0 6 1 1 7 0 5 1 1 6 2 1 6 1 8 To t a l 1 8 0 0 9 3 7 0 0 10 4 21 5 2 30 3 25 12 4 40 6 89 95 04 : 0 0 P M 1 1 1 0 3 0 1 0 0 1 2 5 2 0 9 2 4 2 2 8 2 2 1 2 3 04 : 1 5 P M 0 4 0 0 4 2 0 0 0 2 2 4 0 0 6 1 3 0 0 4 0 1 6 1 6 04 : 3 0 P M 0 1 0 0 1 0 2 0 0 2 2 5 1 0 8 0 4 0 0 4 0 1 5 1 5 04 : 4 5 P M 0 1 0 0 1 1 0 1 0 2 1 4 1 0 6 0 1 0 0 1 0 1 0 1 0 To t a l 1 7 1 0 9 3 3 1 0 7 7 18 4 0 29 3 12 2 2 17 2 62 64 05 : 0 0 P M 0 4 0 0 4 0 2 1 0 3 0 5 0 0 5 0 2 0 0 2 0 1 4 1 4 05 : 1 5 P M 0 0 0 0 0 0 1 0 0 1 1 2 0 0 3 0 3 1 0 4 0 8 8 05 : 3 0 P M 0 3 0 0 3 0 1 0 0 1 1 3 0 0 4 0 4 4 1 8 1 1 6 1 7 05 : 4 5 P M 0 1 0 0 1 0 0 2 0 2 2 2 1 1 5 0 0 0 0 0 1 8 9 To t a l 0 8 0 0 8 0 4 3 0 7 4 12 1 1 17 0 9 5 1 14 2 46 48 06 : 0 0 P M 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 0 2 1 0 3 0 6 6 06 : 1 5 P M 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 3 06 : 3 0 P M 0 2 0 0 2 0 0 1 1 1 0 2 1 1 3 1 0 0 0 1 2 7 9 06 : 4 5 P M 0 0 0 0 0 1 2 0 0 3 0 1 0 0 1 0 0 0 0 0 0 4 4 To t a l 1 3 1 0 5 1 2 1 1 4 0 5 1 1 6 1 3 1 0 5 2 20 22 Gr a n d T o t a l 3 2 6 2 0 3 1 7 1 6 5 1 2 8 15 5 6 1 1 4 8 2 7 4 9 2 0 7 7 6 12 2 1 7 2 2 9 Ap p r c h % 9. 7 8 3 . 9 6 . 5 25 5 7 . 1 1 7 . 9 18 . 3 6 8 . 3 1 3 . 4 9. 2 6 4 . 5 2 6 . 3 To t a l % 1. 4 1 2 0 . 9 1 4 . 3 3. 2 7 . 4 2 . 3 1 2 . 9 6. 9 2 5 . 8 5 . 1 3 7 . 8 3. 2 2 2 . 6 9 . 2 3 5 5. 2 9 4 . 8 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 3 0 3 1 2 0 3 1 2 1 4 2 1 1 8 21 31 03 : 1 5 P M 1 2 0 3 1 3 0 4 1 2 2 5 1 4 3 8 20 03 : 3 0 P M 0 2 0 2 0 1 0 1 2 1 1 1 14 0 5 0 5 22 03 : 4 5 P M 0 1 0 1 1 1 0 2 0 6 1 7 0 5 1 6 16 To t a l V o l u m e 1 8 0 9 3 7 0 10 4 21 5 30 3 25 12 40 89 % A p p . T o t a l 11 . 1 88 . 9 0 30 70 0 13 . 3 70 16 . 7 7. 5 62 . 5 30 PH F .2 5 0 .6 6 7 .0 0 0 .7 5 0 .7 5 0 .5 8 3 .0 0 0 .6 2 5 .5 0 0 .4 7 7 .6 2 5 .5 3 6 .3 7 5 .5 6 8 .3 7 5 .4 7 6 .7 1 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-74 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 0 Th r u 8 Le f t 1 In Ou t To t a l 24 9 33 Right 0 Thru 7 Left 3 Out TotalIn 31 10 41 Le f t 4 Th r u 21 Ri g h t 5 Ou t To t a l In 23 30 53 Left 3 Thru 25 Right 12 Total OutIn 11 40 51 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-75 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 3 0 3 1 2 0 3 1 2 1 4 2 1 1 8 21 +1 5 m i n s . 1 2 0 3 1 3 0 4 1 2 2 5 1 4 3 8 +3 0 m i n s . 0 2 0 2 0 1 0 1 2 1 1 1 14 0 5 0 5 +4 5 m i n s . 0 1 0 1 1 1 0 2 0 6 1 7 0 5 1 6 To t a l V o l u m e 1 8 0 9 3 7 0 10 4 21 5 30 3 25 12 40 % A p p . T o t a l 11 . 1 88 . 9 0 30 70 0 13 . 3 70 16 . 7 7. 5 62 . 5 30 PH F .2 5 0 .6 6 7 .0 0 0 .7 5 0 .7 5 0 .5 8 3 .0 0 0 .6 2 5 .5 0 0 .4 7 7 .6 2 5 .5 3 6 .3 7 5 .5 6 8 .3 7 5 .4 7 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-76 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 03 : 1 5 P M 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 1 1 1 2 1 4 5 03 : 3 0 P M 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 2 0 0 2 0 1 1 0 2 0 1 0 0 1 0 1 1 1 2 1 7 8 04 : 0 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 04 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 3 3 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 To t a l 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 2 0 1 0 3 0 6 6 05 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 3 3 05 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 2 3 To t a l 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 2 1 2 1 7 8 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 2 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 2 Gr a n d T o t a l 0 8 0 0 8 0 2 1 0 3 0 2 0 0 2 2 1 5 3 8 3 2 1 2 4 Ap p r c h % 0 1 0 0 0 0 6 6 . 7 3 3 . 3 0 1 0 0 0 25 1 2 . 5 6 2 . 5 To t a l % 0 3 8 . 1 0 3 8 . 1 0 9 . 5 4 . 8 1 4 . 3 0 9 . 5 0 9 . 5 9. 5 4 . 8 2 3 . 8 3 8 . 1 12 . 5 8 7 . 5 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 03 : 1 5 P M 0 1 0 1 0 1 0 1 0 0 0 0 0 1 1 2 4 03 : 3 0 P M 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 03 : 4 5 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 To t a l V o l u m e 0 2 0 2 0 1 1 2 0 1 0 1 0 1 1 2 7 % A p p . T o t a l 0 10 0 0 0 50 50 0 10 0 0 0 50 50 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 .4 3 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-77 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 0 Th r u 2 Le f t 0 In Ou t To t a l 2 2 4 Right 1 Thru 1 Left 0 Out TotalIn 1 2 3 Le f t 0 Th r u 1 Ri g h t 0 Ou t To t a l In 3 1 4 Left 0 Thru 1 Right 1 Total OutIn 1 2 3 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-78 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +1 5 m i n s . 0 1 0 1 0 1 0 1 0 0 0 0 0 1 1 2 +3 0 m i n s . 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 2 0 2 0 1 1 2 0 1 0 1 0 1 1 2 % A p p . T o t a l 0 10 0 0 0 50 50 0 10 0 0 0 50 50 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-79 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 To t a l 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 Gr a n d T o t a l 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 0 2 0 3 3 Ap p r c h % 0 0 0 0 0 1 0 0 0 0 0 0 5 0 5 0 To t a l % 0 0 0 0 0 0 3 3 . 3 3 3 . 3 0 0 0 0 0 3 3 . 3 3 3 . 3 6 6 . 7 0 1 0 0 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 To t a l V o l u m e 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 % A p p . T o t a l 0 0 0 0 0 10 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-80 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 1 0 1 Right 1 Thru 0 Left 0 Out TotalIn 1 1 2 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 1 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-81 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 To t a l V o l u m e 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 % A p p . T o t a l 0 0 0 0 0 10 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-82 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 7 6 6 4 3 7 7 27 1 1 1 8 4 1 4 6 21 4 5 1 9 1 0 8 5 3 8 4 1 6 1 2 1 0 3 29 4 1 1 4 4 0 10 : 1 5 A M 10 7 0 7 3 8 7 35 1 1 6 1 2 8 1 6 3 28 8 5 2 7 1 5 1 4 0 8 8 2 2 1 1 4 1 1 1 40 5 0 1 5 4 1 10 : 3 0 A M 13 6 0 9 4 8 2 34 9 9 1 7 8 1 5 0 35 7 0 2 9 1 9 1 3 4 4 9 7 3 7 2 2 1 3 8 53 5 0 4 5 5 7 10 : 4 5 A M 7 6 5 5 2 7 7 41 1 2 5 1 9 1 2 1 8 5 41 7 7 2 1 7 1 3 9 4 7 5 3 2 1 0 1 1 1 31 5 1 2 5 4 3 To t a l 37 26 1 25 1 2 32 3 13 7 45 1 56 3 2 64 4 12 5 27 7 96 5 1 49 8 19 33 8 10 6 5 8 46 3 15 3 19 2 8 20 8 1 11 : 0 0 A M 10 4 6 9 2 6 5 28 9 5 2 4 1 0 1 4 7 30 7 5 2 5 1 8 1 3 0 3 8 3 2 6 1 5 1 1 2 45 4 5 4 4 9 9 11 : 1 5 A M 16 6 9 5 2 9 0 33 1 0 5 1 9 1 0 1 5 7 32 9 3 3 6 1 4 1 6 1 9 9 3 2 1 1 0 1 2 3 36 5 3 1 5 6 7 11 : 3 0 A M 9 7 4 1 0 4 9 3 52 1 0 0 1 4 1 2 1 6 6 15 6 9 2 6 1 5 1 1 0 5 1 0 6 2 5 1 8 1 3 6 49 5 0 5 5 5 4 11 : 4 5 A M 18 6 8 8 0 9 4 32 1 2 3 1 1 8 1 6 6 24 7 5 2 7 1 2 1 2 6 8 1 1 7 3 3 2 3 1 5 8 43 5 4 4 5 8 7 To t a l 53 25 7 32 8 34 2 14 5 42 3 68 4 0 63 6 10 1 31 2 11 4 5 9 52 7 25 39 9 10 5 6 6 52 9 17 3 20 3 4 22 0 7 12 : 0 0 P M 17 8 9 3 1 1 0 9 40 1 1 8 1 8 7 1 7 6 41 8 5 3 5 1 7 1 6 1 3 1 0 1 2 8 2 1 1 3 2 46 5 7 8 6 2 4 12 : 1 5 P M 13 6 2 1 0 5 8 5 38 1 1 4 1 7 1 1 1 6 9 38 7 3 3 0 1 5 1 4 1 12 1 1 4 3 1 1 5 1 5 7 46 5 5 2 5 9 8 12 : 3 0 P M 9 7 5 9 5 9 3 51 1 1 8 2 2 1 0 1 9 1 34 7 7 3 2 1 4 1 4 3 10 1 0 6 2 1 1 0 1 3 7 39 5 6 4 6 0 3 12 : 4 5 P M 12 5 4 6 3 7 2 48 1 2 6 1 5 7 1 8 9 23 7 9 2 0 1 2 1 2 2 7 1 1 9 3 7 1 9 1 6 3 41 5 4 6 5 8 7 To t a l 51 28 0 28 1 4 35 9 17 7 47 6 72 3 5 72 5 13 6 31 4 11 7 5 8 56 7 32 44 0 11 7 6 5 58 9 17 2 22 4 0 24 1 2 01 : 0 0 P M 14 7 9 1 0 7 1 0 3 31 1 0 7 1 9 1 0 1 5 7 37 8 2 2 9 1 5 1 4 8 5 1 1 3 3 6 2 3 1 5 4 55 5 6 2 6 1 7 01 : 1 5 P M 13 6 6 7 4 8 6 30 9 7 1 7 3 1 4 4 39 7 1 4 4 2 4 1 5 4 12 1 3 2 3 4 1 7 1 7 8 48 5 6 2 6 1 0 01 : 3 0 P M 16 6 1 5 2 8 2 33 1 0 2 1 1 4 1 4 6 25 7 4 3 0 1 6 1 2 9 5 1 3 2 3 0 1 1 1 6 7 33 5 2 4 5 5 7 01 : 4 5 P M 14 6 6 4 2 8 4 46 1 3 9 2 0 8 2 0 5 37 7 3 3 5 2 0 1 4 5 5 1 3 4 3 3 1 5 1 7 2 45 6 0 6 6 5 1 To t a l 57 27 2 26 1 5 35 5 14 0 44 5 67 2 5 65 2 13 8 30 0 13 8 7 5 57 6 27 51 1 13 3 6 6 67 1 18 1 22 5 4 24 3 5 Gr a n d T o t a l 19 8 1 0 7 0 1 1 1 4 9 1 3 7 9 59 9 1 7 9 5 2 6 3 1 3 2 2 6 5 7 50 0 1 2 0 3 4 6 5 2 4 3 2 1 6 8 10 3 1 6 8 8 4 6 1 2 5 5 2 2 5 2 67 9 8 4 5 6 9 1 3 5 Ap p r c h % 14 . 4 7 7 . 6 8 22 . 5 6 7 . 6 9 . 9 23 . 1 5 5 . 5 2 1 . 4 4. 6 7 5 2 0 . 5 To t a l % 2. 3 1 2 . 7 1 . 3 1 6 . 3 7. 1 2 1 . 2 3 . 1 3 1 . 4 5. 9 1 4 . 2 5 . 5 2 5 . 6 1. 2 2 0 5 . 5 2 6 . 6 7. 4 9 2 . 6 Pa s s e n g e r V e h i c l e s 19 7 10 5 6 10 8 14 1 0 59 6 17 8 0 26 1 27 6 8 49 4 11 9 0 46 2 23 8 8 99 16 7 0 45 5 24 7 7 0 0 90 4 3 % P a s s e n g e r V e h i c l e s 99 . 5 9 8 . 7 9 7 . 3 1 0 0 9 8 . 7 99 . 5 9 9 . 2 9 9 . 2 9 9 . 2 9 9 . 2 98 . 8 9 8 . 9 9 9 . 4 9 9 . 6 9 9 96 . 1 9 8 . 9 9 8 . 7 9 9 . 2 9 8 . 8 0 0 9 9 La r g e 2 A x l e V e h i c l e s 1 12 3 16 3 13 2 19 6 13 3 23 4 17 5 28 0 0 86 % L a r g e 2 A x l e V e h i c l e s 0. 5 1 . 1 2 . 7 0 1 . 1 0. 5 0 . 7 0 . 8 0 . 8 0 . 7 1. 2 1 . 1 0 . 6 0 . 4 1 3. 9 1 1 . 1 0 . 8 1 . 1 0 0 0 . 9 3 A x l e V e h i c l e s 0 2 0 2 0 2 0 2 0 0 0 0 0 1 0 1 0 0 5 % 3 A x l e V e h i c l e s 0 0 . 2 0 0 0 . 1 0 0 . 1 0 0 0 . 1 0 0 0 0 0 0 0 . 1 0 0 0 0 0 0 . 1 4+ A x l e T r u c k s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 % 4 + A x l e T r u c k s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 2 0 0 0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-83 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 14 79 1 0 1 0 3 31 1 0 7 1 9 1 5 7 37 82 29 1 4 8 5 1 1 3 36 15 4 56 2 01 : 1 5 P M 13 6 6 7 8 6 30 9 7 1 7 1 4 4 39 71 44 1 5 4 12 13 2 3 4 17 8 56 2 01 : 3 0 P M 16 61 5 8 2 33 1 0 2 1 1 1 4 6 25 7 4 3 0 1 2 9 5 1 3 2 3 0 1 6 7 52 4 01 : 4 5 P M 14 6 6 4 8 4 46 1 3 9 2 0 2 0 5 37 7 3 3 5 1 4 5 5 13 4 33 1 7 2 60 6 To t a l V o l u m e 57 27 2 26 35 5 14 0 44 5 67 65 2 13 8 30 0 13 8 57 6 27 51 1 13 3 67 1 22 5 4 % A p p . T o t a l 16 . 1 76 . 6 7. 3 21 . 5 68 . 3 10 . 3 24 52 . 1 24 4 76 . 2 19 . 8 PH F .8 9 1 .8 6 1 .6 5 0 .8 6 2 .7 6 1 .8 0 0 .8 3 8 .7 9 5 .8 8 5 .9 1 5 .7 8 4 .9 3 5 .5 6 3 .9 5 3 .9 2 4 .9 4 2 .9 3 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-84 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 26 Th r u 27 2 Le f t 57 In Ou t To t a l 39 4 35 5 74 9 Right 67 Thru 445 Left 140 Out TotalIn 706 652 1358 Le f t 13 8 Th r u 30 0 Ri g h t 13 8 Ou t To t a l In 54 5 57 6 11 2 1 Left 27 Thru 511 Right 133 Total OutIn 609 671 1280 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-85 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 1 5 A M 12 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 16 6 9 5 9 0 40 1 1 8 1 8 1 7 6 37 82 29 1 4 8 5 1 1 3 36 15 4 +1 5 m i n s . 9 7 4 10 93 38 1 1 4 1 7 1 6 9 39 71 44 1 5 4 12 13 2 3 4 17 8 +3 0 m i n s . 18 68 8 9 4 51 11 8 22 1 9 1 25 7 4 3 0 1 2 9 5 1 3 2 3 0 16 7 +4 5 m i n s . 17 89 3 10 9 48 12 6 15 1 8 9 37 7 3 3 5 1 4 5 5 13 4 33 17 2 To t a l V o l u m e 60 30 0 26 38 6 17 7 47 6 72 72 5 13 8 30 0 13 8 57 6 27 51 1 13 3 67 1 % A p p . T o t a l 15 . 5 77 . 7 6. 7 24 . 4 65 . 7 9. 9 24 52 . 1 24 4 76 . 2 19 . 8 PH F .8 3 3 .8 4 3 .6 5 0 .8 8 5 .8 6 8 .9 4 4 .8 1 8 .9 4 9 .8 8 5 .9 1 5 .7 8 4 .9 3 5 .5 6 3 .9 5 3 .9 2 4 .9 4 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-86 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 7 6 5 4 3 7 6 27 1 1 0 8 4 1 4 5 21 4 5 1 9 1 0 8 5 3 8 3 1 6 1 2 1 0 2 29 4 0 8 4 3 7 10 : 1 5 A M 10 6 8 6 3 8 4 35 1 1 4 1 2 8 1 6 1 27 8 5 2 7 1 5 1 3 9 8 7 9 2 0 1 3 1 0 7 39 4 9 1 5 3 0 10 : 3 0 A M 13 5 9 9 4 8 1 33 9 9 1 6 7 1 4 8 35 6 8 2 9 1 9 1 3 2 4 9 7 3 5 2 1 1 3 6 51 4 9 7 5 4 8 10 : 4 5 A M 7 6 5 5 2 7 7 41 1 2 5 1 9 1 2 1 8 5 41 7 6 2 0 7 1 3 7 4 7 5 3 1 1 0 1 1 0 31 5 0 9 5 4 0 To t a l 37 25 7 24 1 2 31 8 13 6 44 8 55 3 1 63 9 12 4 27 4 95 5 1 49 3 19 33 4 10 2 5 6 45 5 15 0 19 0 5 20 5 5 11 : 0 0 A M 10 4 5 9 2 6 4 28 9 2 2 4 1 0 1 4 4 30 7 3 2 4 1 8 1 2 7 3 8 1 2 6 1 5 1 1 0 45 4 4 5 4 9 0 11 : 1 5 A M 16 6 7 5 2 8 8 33 1 0 3 1 8 1 0 1 5 4 32 9 3 3 6 1 4 1 6 1 8 9 3 2 1 1 0 1 2 2 36 5 2 5 5 6 1 11 : 3 0 A M 9 7 3 1 0 4 9 2 51 1 0 0 1 4 1 2 1 6 5 15 6 8 2 6 1 5 1 0 9 4 1 0 5 2 5 1 8 1 3 4 49 5 0 0 5 4 9 11 : 4 5 A M 18 6 8 6 0 9 2 32 1 2 2 1 1 8 1 6 5 24 7 4 2 7 1 2 1 2 5 8 1 1 7 3 2 2 3 1 5 7 43 5 3 9 5 8 2 To t a l 53 25 3 30 8 33 6 14 4 41 7 67 4 0 62 8 10 1 30 8 11 3 5 9 52 2 23 39 6 10 4 6 6 52 3 17 3 20 0 9 21 8 2 12 : 0 0 P M 17 8 8 3 1 1 0 8 39 1 1 6 1 8 7 1 7 3 39 8 5 3 5 1 7 1 5 9 3 1 0 1 2 8 2 1 1 3 2 46 5 7 2 6 1 8 12 : 1 5 P M 13 6 2 1 0 5 8 5 38 1 1 4 1 7 1 1 1 6 9 38 7 2 3 0 1 5 1 4 0 12 1 1 3 3 1 1 5 1 5 6 46 5 5 0 5 9 6 12 : 3 0 P M 9 7 5 9 5 9 3 51 1 1 6 2 2 1 0 1 8 9 34 7 6 3 2 1 4 1 4 2 9 1 0 4 2 1 1 0 1 3 4 39 5 5 8 5 9 7 12 : 4 5 P M 12 5 4 6 3 7 2 48 1 2 6 1 5 7 1 8 9 21 7 7 2 0 1 2 1 1 8 7 1 1 8 3 7 1 9 1 6 2 41 5 4 1 5 8 2 To t a l 51 27 9 28 1 4 35 8 17 6 47 2 72 3 5 72 0 13 2 31 0 11 7 5 8 55 9 31 43 6 11 7 6 5 58 4 17 2 22 2 1 23 9 3 01 : 0 0 P M 14 7 6 1 0 7 1 0 0 31 1 0 7 1 9 1 0 1 5 7 37 8 2 2 9 1 5 1 4 8 5 1 1 3 3 6 2 3 1 5 4 55 5 5 9 6 1 4 01 : 1 5 P M 13 6 5 7 4 8 5 30 9 6 1 7 3 1 4 3 39 7 0 4 4 2 4 1 5 3 11 1 3 1 3 3 1 7 1 7 5 48 5 5 6 6 0 4 01 : 3 0 P M 15 6 1 5 2 8 1 33 1 0 2 1 1 4 1 4 6 25 7 4 3 0 1 6 1 2 9 5 1 2 9 3 0 1 1 1 6 4 33 5 2 0 5 5 3 01 : 4 5 P M 14 6 5 4 2 8 3 46 1 3 8 2 0 8 2 0 4 36 7 2 3 4 1 9 1 4 2 5 1 3 1 3 3 1 5 1 6 9 44 5 9 8 6 4 2 To t a l 56 26 7 26 1 5 34 9 14 0 44 3 67 2 5 65 0 13 7 29 8 13 7 7 4 57 2 26 50 4 13 2 6 6 66 2 18 0 22 3 3 24 1 3 Gr a n d T o t a l 19 7 1 0 5 6 1 0 8 4 9 1 3 6 1 59 6 1 7 8 0 2 6 1 1 3 1 2 6 3 7 49 4 1 1 9 0 4 6 2 2 4 2 2 1 4 6 99 1 6 7 0 4 5 5 2 5 3 2 2 2 4 67 5 8 3 6 8 9 0 4 3 Ap p r c h % 14 . 5 7 7 . 6 7 . 9 22 . 6 6 7 . 5 9 . 9 23 5 5 . 5 2 1 . 5 4. 5 7 5 . 1 2 0 . 5 To t a l % 2. 4 1 2 . 6 1 . 3 1 6 . 3 7. 1 2 1 . 3 3 . 1 3 1 . 5 5. 9 1 4 . 2 5 . 5 2 5 . 6 1. 2 2 0 5 . 4 2 6 . 6 7. 5 9 2 . 5 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 14 76 1 0 1 0 0 31 1 0 7 1 9 1 5 7 37 82 29 1 4 8 5 1 1 3 36 15 4 55 9 01 : 1 5 P M 13 6 5 7 8 5 30 9 6 1 7 1 4 3 39 70 44 1 5 3 11 1 3 1 33 17 5 55 6 01 : 3 0 P M 15 61 5 8 1 33 1 0 2 1 1 1 4 6 25 7 4 3 0 1 2 9 5 1 2 9 3 0 1 6 4 52 0 01 : 4 5 P M 14 6 5 4 8 3 46 1 3 8 2 0 2 0 4 36 7 2 3 4 1 4 2 5 1 3 1 3 3 1 6 9 59 8 To t a l V o l u m e 56 26 7 26 34 9 14 0 44 3 67 65 0 13 7 29 8 13 7 57 2 26 50 4 13 2 66 2 22 3 3 % A p p . T o t a l 16 76 . 5 7. 4 21 . 5 68 . 2 10 . 3 24 52 . 1 24 3. 9 76 . 1 19 . 9 PH F .9 3 3 .8 7 8 .6 5 0 .8 7 3 .7 6 1 .8 0 3 .8 3 8 .7 9 7 .8 7 8 .9 0 9 .7 7 8 .9 3 5 .5 9 1 .9 6 2 .9 1 7 .9 4 6 .9 3 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-87 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 26 Th r u 26 7 Le f t 56 In Ou t To t a l 39 1 34 9 74 0 Right 67 Thru 443 Left 140 Out TotalIn 697 650 1347 Le f t 13 7 Th r u 29 8 Ri g h t 13 7 Ou t To t a l In 53 9 57 2 11 1 1 Left 26 Thru 504 Right 132 Total OutIn 606 662 1268 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-88 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 14 76 1 0 1 0 0 31 1 0 7 1 9 1 5 7 37 82 29 1 4 8 5 1 1 3 36 15 4 +1 5 m i n s . 13 6 5 7 8 5 30 9 6 1 7 1 4 3 39 70 44 1 5 3 11 1 3 1 33 17 5 +3 0 m i n s . 15 61 5 8 1 33 1 0 2 1 1 1 4 6 25 7 4 3 0 1 2 9 5 1 2 9 3 0 16 4 +4 5 m i n s . 14 6 5 4 8 3 46 1 3 8 2 0 2 0 4 36 7 2 3 4 1 4 2 5 1 3 1 3 3 16 9 To t a l V o l u m e 56 26 7 26 34 9 14 0 44 3 67 65 0 13 7 29 8 13 7 57 2 26 50 4 13 2 66 2 % A p p . T o t a l 16 76 . 5 7. 4 21 . 5 68 . 2 10 . 3 24 52 . 1 24 3. 9 76 . 1 19 . 9 PH F .9 3 3 .8 7 8 .6 5 0 .8 7 3 .7 6 1 .8 0 3 .8 3 8 .7 9 7 .8 7 8 .9 0 9 .7 7 8 .9 3 5 .5 9 1 .9 6 2 .9 1 7 .9 4 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-89 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 3 3 10 : 1 5 A M 0 1 1 0 2 0 2 0 0 2 1 0 0 0 1 0 3 1 1 4 1 9 1 0 10 : 3 0 A M 0 1 0 0 1 1 0 1 1 2 0 2 0 0 2 0 0 2 1 2 2 7 9 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 To t a l 0 3 1 0 4 1 3 1 1 5 1 3 1 0 5 0 4 3 2 7 3 21 24 11 : 0 0 A M 0 1 0 0 1 0 3 0 0 3 0 2 1 0 3 0 2 0 0 2 0 9 9 11 : 1 5 A M 0 1 0 0 1 0 2 1 0 3 0 0 0 0 0 1 0 0 0 1 0 5 5 11 : 3 0 A M 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 1 1 0 0 2 0 5 5 11 : 4 5 A M 0 0 2 0 2 0 1 0 0 1 0 1 0 0 1 0 0 1 0 1 0 5 5 To t a l 0 3 2 0 5 1 6 1 0 8 0 4 1 0 5 2 3 1 0 6 0 24 24 12 : 0 0 P M 0 1 0 0 1 1 1 0 0 2 2 0 0 0 2 0 0 0 0 0 0 5 5 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 2 12 : 3 0 P M 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 1 2 0 0 3 0 5 5 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 2 2 0 0 4 0 1 0 0 1 0 5 5 To t a l 0 1 0 0 1 1 2 0 0 3 4 4 0 0 8 1 4 0 0 5 0 17 17 01 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 01 : 1 5 P M 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 1 0 1 0 2 0 5 5 01 : 3 0 P M 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 4 4 01 : 4 5 P M 0 1 0 0 1 0 1 0 0 1 1 1 1 1 3 0 3 0 0 3 1 8 9 To t a l 1 5 0 0 6 0 2 0 0 2 1 2 1 1 4 1 6 1 0 8 1 20 21 Gr a n d T o t a l 1 1 2 3 0 1 6 3 1 3 2 1 1 8 6 1 3 3 1 2 2 4 1 7 5 2 2 6 4 8 2 8 6 Ap p r c h % 6. 2 7 5 1 8 . 8 16 . 7 7 2 . 2 1 1 . 1 27 . 3 5 9 . 1 1 3 . 6 15 . 4 6 5 . 4 1 9 . 2 To t a l % 1. 2 1 4 . 6 3 . 7 1 9 . 5 3. 7 1 5 . 9 2 . 4 2 2 7. 3 1 5 . 9 3 . 7 2 6 . 8 4. 9 2 0 . 7 6 . 1 3 1 . 7 4. 7 9 5 . 3 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 01 : 1 5 P M 0 1 0 1 0 1 0 1 0 1 0 1 1 0 1 2 5 01 : 3 0 P M 1 0 0 1 0 0 0 0 0 0 0 0 0 3 0 3 4 01 : 4 5 P M 0 1 0 1 0 1 0 1 1 1 1 3 0 3 0 3 8 To t a l V o l u m e 1 5 0 6 0 2 0 2 1 2 1 4 1 6 1 8 20 % A p p . T o t a l 16 . 7 83 . 3 0 0 10 0 0 25 50 25 12 . 5 75 12 . 5 PH F .2 5 0 .4 1 7 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .2 5 0 .5 0 0 .2 5 0 .3 3 3 .2 5 0 .5 0 0 .2 5 0 .6 6 7 .6 2 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-90 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 0 Th r u 5 Le f t 1 In Ou t To t a l 3 6 9 Right 0 Thru 2 Left 0 Out TotalIn 8 2 10 Le f t 1 Th r u 2 Ri g h t 1 Ou t To t a l In 6 4 10 Left 1 Thru 6 Right 1 Total OutIn 3 8 11 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-91 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 1 0 1 0 1 0 1 0 1 0 1 1 0 1 2 +3 0 m i n s . 1 0 0 1 0 0 0 0 0 0 0 0 0 3 0 3 +4 5 m i n s . 0 1 0 1 0 1 0 1 1 1 1 3 0 3 0 3 To t a l V o l u m e 1 5 0 6 0 2 0 2 1 2 1 4 1 6 1 8 % A p p . T o t a l 16 . 7 83 . 3 0 0 10 0 0 25 50 25 12 . 5 75 12 . 5 PH F .2 5 0 .4 1 7 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .2 5 0 .5 0 0 .2 5 0 .3 3 3 .2 5 0 .5 0 0 .2 5 0 .6 6 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-92 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 1 5 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 1 5 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 0 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 Gr a n d T o t a l 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 5 5 Ap p r c h % 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 To t a l % 0 4 0 0 4 0 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 0 0 1 0 0 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-93 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 1 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-94 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-95 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 Ap p r c h % 0 0 0 0 0 0 0 0 0 0 0 1 0 0 To t a l % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-96 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r P o r t o l a A v e n u e Country Club Drive Country Club Drive P o r t o l a A v e n u e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-97 Fi l e N a m e : 0 2 _ P L D _ P o r t o l a _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : P o r t o l a A v e n u e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Po r t o l a A v e n u e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Po r t o l a A v e n u e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-98 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Portola Avenue Country Club Drive Portola Avenue Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 3 5 0 8 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Portola Avenue Country Club Drive Portola Avenue Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 1 5 2 1 9 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Portola Avenue Country Club Drive Portola Avenue Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 2 0 2 0 2 4 0 6 0 1 2 0 3 0 1 0 0 1 0 0 0 0 0 1 2 0 0 3 0 0 2 0 2 0 2 0 0 2 0 0 5 0 5 1 0 6 0 7 0 3 0 0 3 0 0 5 0 5 0 0 0 1 1 0 0 4 0 4 0 2 2 0 4 0 0 0 0 0 2 13 32 1 48 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Palm Desert Portola Avenue Country Club Drive PEDESTRIANS 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-99 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 1 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 1 4 0 0 2 0 1 4 0 15 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 1 1 0 0 0 0 0 0 0 2 0 1 0 0 1 1 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 2 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 0 1 6 1 0 0 0 0 5 0 18 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 1 0 8 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 11 0 12 0 0 0 0 0 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 5 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 4 4 0 1 0 1 16 0 0 8 0 0 17 5 48 4:00 PM 4:15 PM 4:30 PM 4:45 PM Country Club Drive Portola Avenue Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound 6:30 PM 6:45 PM Portola Avenue Country Club Drive Portola Avenue 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM Country Club Drive TOTAL VOLUMES: Portola Avenue Country Club Drive Portola Avenue Country Club Drive Southbound Westbound Northbound Eastbound 5:00 PM Southbound Westbound Northbound Eastbound Portola Avenue Country Club Drive Portola Avenue Country Club Drive 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-100 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 8 1 2 1 0 3 0 18 1 9 3 4 1 2 1 5 8 0 2 9 1 3 3 7 27 2 4 1 6 0 2 7 4 14 5 5 6 5 7 0 03 : 1 5 P M 9 1 1 0 0 2 0 18 1 9 7 7 0 2 2 2 15 1 2 9 1 8 4 5 28 2 3 2 1 5 0 2 7 5 18 5 6 2 5 8 0 03 : 3 0 P M 9 0 1 0 0 1 9 23 2 0 0 1 1 2 2 4 19 2 3 7 1 8 5 8 30 2 2 9 9 0 2 6 8 19 5 6 9 5 8 8 03 : 4 5 P M 2 0 1 5 0 1 7 20 1 8 9 6 0 2 1 5 16 3 3 6 1 8 5 5 22 2 3 1 1 1 0 2 6 4 18 5 5 1 5 6 9 To t a l 28 2 56 0 86 79 77 9 18 2 87 6 58 6 13 1 6 7 19 5 10 7 93 3 41 0 10 8 1 69 22 3 8 23 0 7 04 : 0 0 P M 9 0 8 0 1 7 23 1 7 3 6 4 2 0 2 14 3 2 8 1 4 4 5 39 1 9 3 8 0 2 4 0 18 5 0 4 5 2 2 04 : 1 5 P M 5 0 1 4 0 1 9 18 1 7 0 6 1 1 9 4 10 4 1 5 1 2 2 9 33 1 7 6 1 2 0 2 2 1 13 4 6 3 4 7 6 04 : 3 0 P M 8 0 1 6 0 2 4 19 1 4 9 3 0 1 7 1 20 1 4 0 2 1 6 1 21 2 0 4 9 0 2 3 4 21 4 9 0 5 1 1 04 : 4 5 P M 14 0 1 3 0 2 7 16 1 5 8 4 2 1 7 8 16 2 2 8 1 3 4 6 31 2 0 0 8 0 2 3 9 15 4 9 0 5 0 5 To t a l 36 0 51 0 87 76 65 0 19 7 74 5 60 10 11 1 6 0 18 1 12 4 77 3 37 0 93 4 67 19 4 7 20 1 4 05 : 0 0 P M 16 1 1 4 0 3 1 16 1 6 0 3 2 1 7 9 16 5 2 9 1 2 5 0 22 2 2 5 1 3 0 2 6 0 14 5 2 0 5 3 4 05 : 1 5 P M 13 2 2 7 0 4 2 19 1 8 1 4 1 2 0 4 25 2 4 0 1 5 6 7 30 2 0 1 1 0 0 2 4 1 16 5 5 4 5 7 0 05 : 3 0 P M 10 0 9 0 1 9 12 1 5 2 2 0 7 1 8 4 10 1 3 4 1 6 4 5 31 1 7 3 1 0 0 2 1 4 23 4 6 2 4 8 5 05 : 4 5 P M 8 0 7 0 1 5 16 1 3 1 1 0 4 1 5 7 16 1 2 6 1 8 4 3 19 1 5 7 5 0 1 8 1 22 3 9 6 4 1 8 To t a l 47 3 57 0 10 7 63 62 4 37 1 4 72 4 67 9 12 9 6 1 20 5 10 2 75 6 38 0 89 6 75 19 3 2 20 0 7 06 : 0 0 P M 4 0 9 0 1 3 8 1 1 0 4 1 1 2 2 8 2 2 1 1 6 3 1 13 1 1 7 5 0 1 3 5 17 3 0 1 3 1 8 06 : 1 5 P M 2 0 6 0 8 10 1 2 4 2 0 1 3 6 14 1 1 7 1 2 3 2 20 1 3 2 3 0 1 5 5 12 3 3 1 3 4 3 06 : 3 0 P M 5 0 4 0 9 10 1 2 0 0 0 1 3 0 9 1 1 4 1 3 2 4 10 1 0 3 1 0 1 1 4 13 2 7 7 2 9 0 06 : 4 5 P M 1 0 3 0 4 10 8 3 2 0 9 5 13 2 1 7 1 5 3 2 9 9 4 8 0 1 1 1 15 2 4 2 2 5 7 To t a l 12 0 22 0 34 38 43 7 8 1 48 3 44 6 69 5 6 11 9 52 44 6 17 0 51 5 57 11 5 1 12 0 8 Gr a n d T o t a l 12 3 5 1 8 6 0 3 1 4 25 6 2 4 9 0 8 2 2 4 2 8 2 8 22 9 3 1 4 4 0 2 4 4 7 0 0 38 5 2 9 0 8 1 3 3 0 3 4 2 6 26 8 7 2 6 8 7 5 3 6 Ap p r c h % 39 . 2 1 . 6 5 9 . 2 9. 1 8 8 2 . 9 32 . 7 4 . 4 6 2 . 9 11 . 2 8 4 . 9 3 . 9 To t a l % 1. 7 0 . 1 2 . 6 4 . 3 3. 5 3 4 . 3 1 . 1 3 8 . 9 3. 2 0 . 4 6 . 1 9 . 6 5. 3 4 0 1 . 8 4 7 . 1 3. 6 9 6 . 4 Pa s s e n g e r V e h i c l e s 12 3 5 18 5 31 3 25 3 24 7 0 81 28 2 8 22 6 30 43 7 93 6 38 1 28 5 9 13 0 33 7 0 0 0 74 4 7 % P a s s e n g e r V e h i c l e s 10 0 1 0 0 9 9 . 5 0 9 9 . 7 98 . 8 9 9 . 2 9 8 . 8 1 0 0 9 9 . 2 98 . 7 9 6 . 8 9 9 . 3 9 9 . 6 9 9 . 2 99 9 8 . 3 9 7 . 7 0 9 8 . 4 0 0 9 8 . 8 La r g e 2 A x l e V e h i c l e s 0 0 0 0 1 18 1 20 2 1 1 5 3 45 3 51 0 0 76 % L a r g e 2 A x l e V e h i c l e s 0 0 0 0 0 0. 4 0 . 7 1 . 2 0 0 . 7 0. 9 3 . 2 0 . 2 0 . 4 0 . 5 0. 8 1 . 5 2 . 3 0 1 . 5 0 0 1 3 A x l e V e h i c l e s 0 0 1 1 2 1 0 3 1 0 2 3 0 2 0 2 0 0 9 % 3 A x l e V e h i c l e s 0 0 0 . 5 0 0 . 3 0. 8 0 0 0 0 . 1 0. 4 0 0 . 5 0 0 . 3 0 0 . 1 0 0 0 . 1 0 0 0 . 1 4+ A x l e T r u c k s 0 0 0 0 0 1 0 1 0 0 0 0 1 2 0 3 0 0 4 % 4 + A x l e T r u c k s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 3 0 . 1 0 0 0 . 1 0 0 0 . 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-101 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 8 1 2 1 3 0 18 1 9 3 4 2 1 5 8 0 2 9 3 7 27 24 1 6 2 7 4 55 6 03 : 1 5 P M 9 1 1 0 2 0 18 1 9 7 7 22 2 15 1 2 9 4 5 28 2 3 2 15 2 7 5 56 2 03 : 3 0 P M 9 0 1 0 1 9 23 2 0 0 1 22 4 19 2 37 5 8 30 22 9 9 2 6 8 56 9 03 : 4 5 P M 2 0 1 5 1 7 20 1 8 9 6 2 1 5 16 3 36 5 5 22 2 3 1 1 1 2 6 4 55 1 To t a l V o l u m e 28 2 56 86 79 77 9 18 87 6 58 6 13 1 19 5 10 7 93 3 41 10 8 1 22 3 8 % A p p . T o t a l 32 . 6 2. 3 65 . 1 9 88 . 9 2. 1 29 . 7 3. 1 67 . 2 9. 9 86 . 3 3. 8 PH F .7 7 8 .5 0 0 .6 6 7 .7 1 7 .8 5 9 .9 7 4 .6 4 3 .9 7 8 .7 6 3 .5 0 0 .8 8 5 .8 4 1 .8 9 2 .9 6 8 .6 8 3 .9 8 3 .9 8 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-102 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 56 Th r u 2 Le f t 28 In Ou t To t a l 13 1 86 21 7 Right 18 Thru 779 Left 79 Out TotalIn 1092 876 1968 Le f t 58 Th r u 6 Ri g h t 13 1 Ou t To t a l In 12 2 19 5 31 7 Left 107 Thru 933 Right 41 Total OutIn 893 1081 1974 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-103 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 03 : 0 0 P M 04 : 3 0 P M 03 : 0 0 P M +0 m i n s . 8 0 1 6 2 4 18 1 9 3 4 2 1 5 20 1 40 61 27 24 1 6 27 4 +1 5 m i n s . 14 0 1 3 2 7 18 1 9 7 7 22 2 16 2 2 8 4 6 28 2 3 2 15 27 5 +3 0 m i n s . 16 1 1 4 3 1 23 2 0 0 1 22 4 16 5 29 5 0 30 22 9 9 26 8 +4 5 m i n s . 13 2 2 7 4 2 20 1 8 9 6 2 1 5 25 2 4 0 67 22 2 3 1 1 1 26 4 To t a l V o l u m e 51 3 70 12 4 79 77 9 18 87 6 77 10 13 7 22 4 10 7 93 3 41 10 8 1 % A p p . T o t a l 41 . 1 2. 4 56 . 5 9 88 . 9 2. 1 34 . 4 4. 5 61 . 2 9. 9 86 . 3 3. 8 PH F .7 9 7 .3 7 5 .6 4 8 .7 3 8 .8 5 9 .9 7 4 .6 4 3 .9 7 8 .7 7 0 .5 0 0 .8 5 6 .8 3 6 .8 9 2 .9 6 8 .6 8 3 .9 8 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-104 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 8 1 2 1 0 3 0 18 1 8 9 4 1 2 1 1 7 0 2 9 1 3 3 6 26 2 2 8 6 0 2 6 0 14 5 3 7 5 5 1 03 : 1 5 P M 9 1 9 0 1 9 17 1 9 7 7 0 2 2 1 15 1 2 9 1 8 4 5 28 2 2 6 1 4 0 2 6 8 18 5 5 3 5 7 1 03 : 3 0 P M 9 0 1 0 0 1 9 22 1 9 7 1 1 2 2 0 19 2 3 6 1 7 5 7 30 2 2 2 9 0 2 6 1 18 5 5 7 5 7 5 03 : 4 5 P M 2 0 1 5 0 1 7 20 1 8 8 5 0 2 1 3 16 2 3 5 1 8 5 3 22 2 2 9 1 0 0 2 6 1 18 5 4 4 5 6 2 To t a l 28 2 55 0 85 77 77 1 17 2 86 5 57 5 12 9 6 6 19 1 10 6 90 5 39 0 10 5 0 68 21 9 1 22 5 9 04 : 0 0 P M 9 0 8 0 1 7 23 1 7 1 6 4 2 0 0 13 3 2 8 1 4 4 4 39 1 8 8 8 0 2 3 5 18 4 9 6 5 1 4 04 : 1 5 P M 5 0 1 4 0 1 9 18 1 6 7 6 1 1 9 1 10 4 1 5 1 2 2 9 30 1 7 4 1 2 0 2 1 6 13 4 5 5 4 6 8 04 : 3 0 P M 8 0 1 6 0 2 4 19 1 4 8 3 0 1 7 0 20 1 4 0 2 1 6 1 21 1 9 7 9 0 2 2 7 21 4 8 2 5 0 3 04 : 4 5 P M 14 0 1 3 0 2 7 16 1 5 7 4 2 1 7 7 16 2 2 8 1 3 4 6 31 1 9 7 8 0 2 3 6 15 4 8 6 5 0 1 To t a l 36 0 51 0 87 76 64 3 19 7 73 8 59 10 11 1 6 0 18 0 12 1 75 6 37 0 91 4 67 19 1 9 19 8 6 05 : 0 0 P M 16 1 1 4 0 3 1 15 1 5 7 3 2 1 7 5 16 5 2 9 1 2 5 0 22 2 2 4 1 3 0 2 5 9 14 5 1 5 5 2 9 05 : 1 5 P M 13 2 2 7 0 4 2 19 1 8 1 4 1 2 0 4 25 2 4 0 1 5 6 7 30 2 0 1 9 0 2 4 0 16 5 5 3 5 6 9 05 : 3 0 P M 10 0 9 0 1 9 12 1 5 2 2 0 7 1 8 4 10 1 3 3 1 6 4 4 31 1 7 2 1 0 0 2 1 3 23 4 6 0 4 8 3 05 : 4 5 P M 8 0 7 0 1 5 16 1 3 0 1 0 4 1 5 6 16 1 2 6 1 8 4 3 19 1 5 6 5 0 1 8 0 22 3 9 4 4 1 6 To t a l 47 3 57 0 10 7 62 62 0 37 1 4 71 9 67 9 12 8 6 1 20 4 10 2 75 3 37 0 89 2 75 19 2 2 19 9 7 06 : 0 0 P M 4 0 9 0 1 3 8 1 0 9 4 1 1 2 1 7 2 2 1 1 6 3 0 13 1 1 6 5 0 1 3 4 17 2 9 8 3 1 5 06 : 1 5 P M 2 0 6 0 8 10 1 2 4 2 0 1 3 6 14 1 1 7 1 2 3 2 20 1 3 2 3 0 1 5 5 12 3 3 1 3 4 3 06 : 3 0 P M 5 0 4 0 9 10 1 2 0 0 0 1 3 0 9 1 1 4 1 3 2 4 10 1 0 3 1 0 1 1 4 13 2 7 7 2 9 0 06 : 4 5 P M 1 0 3 0 4 10 8 3 2 0 9 5 13 2 1 7 1 5 3 2 9 9 4 8 0 1 1 1 15 2 4 2 2 5 7 To t a l 12 0 22 0 34 38 43 6 8 1 48 2 43 6 69 5 6 11 8 52 44 5 17 0 51 4 57 11 4 8 12 0 5 Gr a n d T o t a l 12 3 5 1 8 5 0 3 1 3 25 3 2 4 7 0 8 1 2 4 2 8 0 4 22 6 3 0 4 3 7 2 4 3 6 9 3 38 1 2 8 5 9 1 3 0 0 3 3 7 0 26 7 7 1 8 0 7 4 4 7 Ap p r c h % 39 . 3 1 . 6 5 9 . 1 9 8 8 . 1 2 . 9 32 . 6 4 . 3 6 3 . 1 11 . 3 8 4 . 8 3 . 9 To t a l % 1. 7 0 . 1 2 . 6 4 . 4 3. 5 3 4 . 4 1 . 1 3 9 . 1 3. 1 0 . 4 6 . 1 9 . 7 5. 3 3 9 . 8 1 . 8 4 6 . 9 3. 6 9 6 . 4 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 8 1 2 1 30 18 1 8 9 4 2 1 1 7 0 2 9 3 6 26 2 2 8 6 2 6 0 53 7 03 : 1 5 P M 9 1 9 1 9 17 19 7 7 2 2 1 15 1 2 9 4 5 28 2 2 6 14 2 6 8 55 3 03 : 3 0 P M 9 0 1 0 1 9 22 19 7 1 2 2 0 19 2 3 6 57 30 22 2 9 2 6 1 55 7 03 : 4 5 P M 2 0 1 5 1 7 20 1 8 8 5 2 1 3 16 2 3 5 5 3 22 22 9 10 2 6 1 54 4 To t a l V o l u m e 28 2 55 85 77 77 1 17 86 5 57 5 12 9 19 1 10 6 90 5 39 10 5 0 21 9 1 % A p p . T o t a l 32 . 9 2. 4 64 . 7 8. 9 89 . 1 2 29 . 8 2. 6 67 . 5 10 . 1 86 . 2 3. 7 PH F .7 7 8 .5 0 0 .6 5 5 .7 0 8 .8 7 5 .9 7 8 .6 0 7 .9 7 9 .7 5 0 .6 2 5 .8 9 6 .8 3 8 .8 8 3 .9 8 8 .6 9 6 .9 7 9 .9 8 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-105 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 55 Th r u 2 Le f t 28 In Ou t To t a l 12 8 85 21 3 Right 17 Thru 771 Left 77 Out TotalIn 1062 865 1927 Le f t 57 Th r u 5 Ri g h t 12 9 Ou t To t a l In 11 8 19 1 30 9 Left 106 Thru 905 Right 39 Total OutIn 883 1050 1933 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-106 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 8 1 2 1 3 0 18 1 8 9 4 2 1 1 7 0 2 9 3 6 26 2 2 8 6 26 0 +1 5 m i n s . 9 1 9 1 9 17 19 7 7 2 2 1 15 1 2 9 4 5 28 2 2 6 14 26 8 +3 0 m i n s . 9 0 1 0 1 9 22 19 7 1 2 2 0 19 2 3 6 5 7 30 22 2 9 26 1 +4 5 m i n s . 2 0 1 5 1 7 20 1 8 8 5 2 1 3 16 2 3 5 5 3 22 22 9 10 26 1 To t a l V o l u m e 28 2 55 85 77 77 1 17 86 5 57 5 12 9 19 1 10 6 90 5 39 10 5 0 % A p p . T o t a l 32 . 9 2. 4 64 . 7 8. 9 89 . 1 2 29 . 8 2. 6 67 . 5 10 . 1 86 . 2 3. 7 PH F .7 7 8 .5 0 0 .6 5 5 .7 0 8 .8 7 5 .9 7 8 .6 0 7 .9 7 9 .7 5 0 .6 2 5 .8 9 6 .8 3 8 .8 8 3 .9 8 8 .6 9 6 .9 7 9 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-107 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 1 1 1 0 0 1 2 0 1 5 1 5 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 1 0 7 0 7 7 03 : 3 0 P M 0 0 0 0 0 1 3 0 0 4 0 0 1 1 1 0 7 0 0 7 1 1 2 1 3 03 : 4 5 P M 0 0 0 0 0 0 1 1 0 2 0 1 0 0 1 0 2 1 0 3 0 6 6 To t a l 0 0 0 0 0 1 7 1 0 9 0 1 1 1 2 1 26 2 0 29 1 40 41 04 : 0 0 P M 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 4 0 0 4 0 7 7 04 : 1 5 P M 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 2 2 0 0 4 0 7 7 04 : 3 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 7 0 0 7 0 8 8 04 : 4 5 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 4 4 To t a l 0 0 0 0 0 0 7 0 0 7 1 0 0 0 1 2 16 0 0 18 0 26 26 05 : 0 0 P M 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 3 3 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 2 1 0 3 0 6 6 06 : 0 0 P M 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 0 3 3 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 0 3 3 Gr a n d T o t a l 0 0 0 0 0 1 1 8 1 0 2 0 2 1 1 1 4 3 4 5 3 0 5 1 1 7 5 7 6 Ap p r c h % 0 0 0 5 9 0 5 50 2 5 2 5 5. 9 8 8 . 2 5 . 9 To t a l % 0 0 0 0 1. 3 2 4 1 . 3 2 6 . 7 2. 7 1 . 3 1 . 3 5 . 3 4 6 0 4 6 8 1. 3 9 8 . 7 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 3 0 3 0 0 0 0 1 1 1 0 12 15 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 6 1 7 7 03 : 3 0 P M 0 0 0 0 1 3 0 4 0 0 1 1 0 7 0 7 12 03 : 4 5 P M 0 0 0 0 0 1 1 2 0 1 0 1 0 2 1 3 6 To t a l V o l u m e 0 0 0 0 1 7 1 9 0 1 1 2 1 26 2 29 40 % A p p . T o t a l 0 0 0 11 . 1 77 . 8 11 . 1 0 50 50 3. 4 89 . 7 6. 9 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .5 8 3 .2 5 0 .5 6 3 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .2 5 0 .5 9 1 .5 0 0 .6 0 4 .6 6 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-108 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 3 0 3 Right 1 Thru 7 Left 1 Out TotalIn 27 9 36 Le f t 0 Th r u 1 Ri g h t 1 Ou t To t a l In 3 2 5 Left 1 Thru 26 Right 2 Total OutIn 7 29 36 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-109 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 3 0 3 0 0 0 0 1 1 1 0 12 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 6 1 7 +3 0 m i n s . 0 0 0 0 1 3 0 4 0 0 1 1 0 7 0 7 +4 5 m i n s . 0 0 0 0 0 1 1 2 0 1 0 1 0 2 1 3 To t a l V o l u m e 0 0 0 0 1 7 1 9 0 1 1 2 1 26 2 29 % A p p . T o t a l 0 0 0 11 . 1 77 . 8 11 . 1 0 50 50 3. 4 89 . 7 6. 9 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .5 8 3 .2 5 0 .5 6 3 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .2 5 0 .5 9 1 .5 0 0 .6 0 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-110 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 0 3 3 03 : 1 5 P M 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 2 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 To t a l 0 0 1 0 1 1 1 0 0 2 1 0 1 0 2 0 1 0 0 1 0 6 6 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 0 0 P M 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 To t a l 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 3 3 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 1 0 1 2 1 0 0 3 1 0 2 0 3 0 2 0 0 2 0 9 9 Ap p r c h % 0 0 1 0 0 66 . 7 3 3 . 3 0 33 . 3 0 6 6 . 7 0 1 0 0 0 To t a l % 0 0 1 1 . 1 1 1 . 1 22 . 2 1 1 . 1 0 3 3 . 3 11 . 1 0 2 2 . 2 3 3 . 3 0 2 2 . 2 0 2 2 . 2 0 1 0 0 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 1 0 1 1 0 0 1 0 1 0 1 3 03 : 1 5 P M 0 0 1 1 1 0 0 1 0 0 0 0 0 0 0 0 2 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 To t a l V o l u m e 0 0 1 1 1 1 0 2 1 0 1 2 0 1 0 1 6 % A p p . T o t a l 0 0 10 0 50 50 0 50 0 50 0 10 0 0 PH F .0 0 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 .2 5 0 .0 0 0 .5 0 0 .2 5 0 .0 0 0 .2 5 0 .5 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-111 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 1 Th r u 0 Le f t 0 In Ou t To t a l 0 1 1 Right 0 Thru 1 Left 1 Out TotalIn 2 2 4 Le f t 1 Th r u 0 Ri g h t 1 Ou t To t a l In 1 2 3 Left 0 Thru 1 Right 0 Total OutIn 3 1 4 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-112 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 1 0 1 1 0 0 1 0 1 0 1 +1 5 m i n s . 0 0 1 1 1 0 0 1 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 To t a l V o l u m e 0 0 1 1 1 1 0 2 1 0 1 2 0 1 0 1 % A p p . T o t a l 0 0 10 0 50 50 0 50 0 50 0 10 0 0 PH F .0 0 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 .2 5 0 .0 0 0 .5 0 0 .2 5 0 .0 0 0 .2 5 0 .5 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-113 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 2 2 05 : 0 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 2 0 0 3 0 4 4 Ap p r c h % 0 0 0 0 1 0 0 0 0 0 0 33 . 3 6 6 . 7 0 To t a l % 0 0 0 0 0 2 5 0 2 5 0 0 0 0 25 5 0 0 7 5 0 1 0 0 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-114 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 1 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-115 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-116 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 10 2 0 0 1 2 20 2 1 3 4 1 2 3 7 12 0 2 8 1 4 4 0 33 2 3 3 7 0 2 7 3 15 5 6 2 5 7 7 03 : 1 5 P M 10 1 0 0 1 1 26 1 8 5 9 5 2 2 0 13 1 3 0 9 4 4 34 1 9 8 1 4 0 2 4 6 14 5 2 1 5 3 5 03 : 3 0 P M 11 3 0 0 1 4 24 1 8 5 3 3 2 1 2 11 3 3 3 2 1 4 7 26 2 3 0 8 0 2 6 4 24 5 3 7 5 6 1 03 : 4 5 P M 9 1 0 0 1 0 35 1 8 1 5 2 2 2 1 16 1 2 1 1 0 3 8 35 2 2 8 2 0 0 2 8 3 12 5 5 2 5 6 4 To t a l 40 7 0 0 47 10 5 76 4 21 1 1 89 0 52 5 11 2 5 4 16 9 12 8 88 9 49 0 10 6 6 65 21 7 2 22 3 7 04 : 0 0 P M 13 1 0 0 1 4 15 1 5 9 0 0 1 7 4 12 1 2 4 1 7 3 7 31 2 0 0 1 0 0 2 4 1 17 4 6 6 4 8 3 04 : 1 5 P M 12 2 0 0 1 4 17 1 7 5 3 2 1 9 5 14 3 2 2 1 3 3 9 21 2 1 2 1 4 0 2 4 7 15 4 9 5 5 1 0 04 : 3 0 P M 5 2 0 0 7 25 1 5 6 2 0 1 8 3 13 5 3 2 2 1 5 0 30 1 8 2 8 0 2 2 0 21 4 6 0 4 8 1 04 : 4 5 P M 7 0 0 0 7 24 1 8 1 4 1 2 0 9 16 1 3 2 1 7 4 9 32 2 2 5 1 1 0 2 6 8 18 5 3 3 5 5 1 To t a l 37 5 0 0 42 81 67 1 9 3 76 1 55 10 11 0 6 8 17 5 11 4 81 9 43 0 97 6 71 19 5 4 20 2 5 05 : 0 0 P M 9 0 0 0 9 17 1 4 7 1 0 1 6 5 15 4 3 2 1 8 5 1 27 2 0 4 8 0 2 3 9 18 4 6 4 4 8 2 05 : 1 5 P M 9 1 0 0 1 0 20 1 7 4 2 1 1 9 6 24 4 3 3 1 5 6 1 23 2 1 4 1 5 0 2 5 2 16 5 1 9 5 3 5 05 : 3 0 P M 11 0 1 0 1 2 19 1 5 3 3 1 1 7 5 19 5 3 3 1 4 5 7 26 1 5 9 1 1 0 1 9 6 15 4 4 0 4 5 5 05 : 4 5 P M 2 0 0 0 2 27 1 4 7 1 0 1 7 5 11 1 2 7 1 8 3 9 21 1 3 4 1 6 0 1 7 1 18 3 8 7 4 0 5 To t a l 31 1 1 0 33 83 62 1 7 2 71 1 69 14 12 5 6 5 20 8 97 71 1 50 0 85 8 67 18 1 0 18 7 7 06 : 0 0 P M 7 1 0 0 8 8 1 1 7 0 0 1 2 5 13 1 1 8 1 0 3 2 18 1 1 1 1 6 0 1 4 5 10 3 1 0 3 2 0 06 : 1 5 P M 3 2 1 0 6 22 1 1 6 2 0 1 4 0 8 6 2 5 1 0 3 9 18 1 2 6 1 2 0 1 5 6 10 3 4 1 3 5 1 06 : 3 0 P M 3 1 0 0 4 11 1 1 2 0 0 1 2 3 14 1 1 8 1 4 3 3 13 1 1 2 8 0 1 3 3 14 2 9 3 3 0 7 06 : 4 5 P M 2 0 0 0 2 15 1 0 7 1 0 1 2 3 8 0 1 2 8 2 0 9 9 9 1 2 0 1 2 0 8 2 6 5 2 7 3 To t a l 15 4 1 0 20 56 45 2 3 0 51 1 43 8 73 4 2 12 4 58 44 8 48 0 55 4 42 12 0 9 12 5 1 Gr a n d T o t a l 12 3 1 7 2 0 1 4 2 32 5 2 5 0 8 4 0 1 6 2 8 7 3 21 9 3 7 4 2 0 2 2 9 6 7 6 39 7 2 8 6 7 1 9 0 0 3 4 5 4 24 5 7 1 4 5 7 3 9 0 Ap p r c h % 86 . 6 1 2 1 . 4 11 . 3 8 7 . 3 1 . 4 32 . 4 5 . 5 6 2 . 1 11 . 5 8 3 5 . 5 To t a l % 1. 7 0 . 2 0 2 4. 5 3 5 . 1 0 . 6 4 0 . 2 3. 1 0 . 5 5 . 9 9 . 5 5. 6 4 0 . 1 2 . 7 4 8 . 3 3. 3 9 6 . 7 Pa s s e n g e r V e h i c l e s 12 3 17 2 14 2 32 2 24 9 2 40 28 7 0 21 8 36 41 5 89 8 39 5 28 3 1 18 5 34 1 1 0 0 73 2 1 % P a s s e n g e r V e h i c l e s 10 0 1 0 0 1 0 0 0 1 0 0 99 . 1 9 9 . 4 1 0 0 1 0 0 9 9 . 3 99 . 5 9 7 . 3 9 8 . 8 1 0 0 9 9 . 2 99 . 5 9 8 . 7 9 7 . 4 0 9 8 . 8 0 0 9 9 . 1 La r g e 2 A x l e V e h i c l e s 0 0 0 0 3 14 0 17 1 1 4 6 2 35 4 41 0 0 64 % L a r g e 2 A x l e V e h i c l e s 0 0 0 0 0 0. 9 0 . 6 0 0 0 . 6 0. 5 2 . 7 1 0 0 . 7 0. 5 1 . 2 2 . 1 0 1 . 2 0 0 0 . 9 3 A x l e V e h i c l e s 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 0 0 3 % 3 A x l e V e h i c l e s 0 0 0 0 0 0 0 . 1 0 0 0 . 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4+ A x l e T r u c k s 0 0 0 0 0 0 0 0 0 0 1 1 0 0 1 1 0 0 2 % 4 + A x l e T r u c k s 0 0 0 0 0 0 0 0 0 0 0 0 0 . 2 0 0 . 1 0 0 0 . 5 0 0 0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-117 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 10 2 0 1 2 20 21 3 4 23 7 12 0 2 8 4 0 33 23 3 7 2 7 3 56 2 03 : 1 5 P M 10 1 0 1 1 26 1 8 5 9 22 0 13 1 3 0 4 4 34 1 9 8 1 4 2 4 6 52 1 03 : 3 0 P M 11 3 0 14 24 1 8 5 3 2 1 2 11 3 3 3 4 7 26 2 3 0 8 2 6 4 53 7 03 : 4 5 P M 9 1 0 1 0 35 18 1 5 2 2 1 16 1 2 1 3 8 35 22 8 20 2 8 3 55 2 To t a l V o l u m e 40 7 0 47 10 5 76 4 21 89 0 52 5 11 2 16 9 12 8 88 9 49 10 6 6 21 7 2 % A p p . T o t a l 85 . 1 14 . 9 0 11 . 8 85 . 8 2. 4 30 . 8 3 66 . 3 12 83 . 4 4. 6 PH F .9 0 9 .5 8 3 .0 0 0 .8 3 9 .7 5 0 .8 9 7 .5 8 3 .9 3 9 .8 1 3 .4 1 7 .8 4 8 .8 9 9 .9 1 4 .9 5 4 .6 1 3 .9 4 2 .9 6 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-118 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 0 Th r u 7 Le f t 40 In Ou t To t a l 15 4 47 20 1 Right 21 Thru 764 Left 105 Out TotalIn 1041 890 1931 Le f t 52 Th r u 5 Ri g h t 11 2 Ou t To t a l In 16 1 16 9 33 0 Left 128 Thru 889 Right 49 Total OutIn 816 1066 1882 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-119 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 3 0 P M 03 : 0 0 P M 04 : 4 5 P M 03 : 0 0 P M +0 m i n s . 11 3 0 14 20 21 3 4 23 7 16 1 3 2 4 9 33 23 3 7 27 3 +1 5 m i n s . 9 1 0 1 0 26 1 8 5 9 22 0 15 4 3 2 5 1 34 1 9 8 1 4 24 6 +3 0 m i n s . 13 1 0 1 4 24 1 8 5 3 2 1 2 24 4 33 6 1 26 2 3 0 8 26 4 +4 5 m i n s . 12 2 0 1 4 35 18 1 5 2 2 1 19 5 33 5 7 35 22 8 20 28 3 To t a l V o l u m e 45 7 0 52 10 5 76 4 21 89 0 74 14 13 0 21 8 12 8 88 9 49 10 6 6 % A p p . T o t a l 86 . 5 13 . 5 0 11 . 8 85 . 8 2. 4 33 . 9 6. 4 59 . 6 12 83 . 4 4. 6 PH F .8 6 5 .5 8 3 .0 0 0 .9 2 9 .7 5 0 .8 9 7 .5 8 3 .9 3 9 .7 7 1 .7 0 0 .9 8 5 .8 9 3 .9 1 4 .9 5 4 .6 1 3 .9 4 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-120 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 10 2 0 0 1 2 18 2 1 1 4 1 2 3 3 12 0 2 8 1 4 4 0 33 2 2 4 7 0 2 6 4 15 5 4 9 5 6 4 03 : 1 5 P M 10 1 0 0 1 1 26 1 8 1 9 5 2 1 6 13 1 2 9 9 4 3 34 1 9 2 1 3 0 2 3 9 14 5 0 9 5 2 3 03 : 3 0 P M 11 3 0 0 1 4 23 1 8 3 3 3 2 0 9 11 3 3 2 2 1 4 6 26 2 2 7 8 0 2 6 1 24 5 3 0 5 5 4 03 : 4 5 P M 9 1 0 0 1 0 35 1 8 1 5 2 2 2 1 16 0 2 0 1 0 3 6 34 2 2 6 1 8 0 2 7 8 12 5 4 5 5 5 7 To t a l 40 7 0 0 47 10 2 75 6 21 1 1 87 9 52 4 10 9 5 4 16 5 12 7 86 9 46 0 10 4 2 65 21 3 3 21 9 8 04 : 0 0 P M 13 1 0 0 1 4 15 1 5 9 0 0 1 7 4 12 1 2 3 1 7 3 6 31 1 9 7 1 0 0 2 3 8 17 4 6 2 4 7 9 04 : 1 5 P M 12 2 0 0 1 4 17 1 7 4 3 2 1 9 4 14 3 2 2 1 3 3 9 21 2 0 9 1 4 0 2 4 4 15 4 9 1 5 0 6 04 : 3 0 P M 5 2 0 0 7 25 1 5 4 2 0 1 8 1 13 5 3 2 2 1 5 0 29 1 7 9 8 0 2 1 6 21 4 5 4 4 7 5 04 : 4 5 P M 7 0 0 0 7 24 1 8 0 4 1 2 0 8 16 1 3 2 1 7 4 9 32 2 2 4 1 1 0 2 6 7 18 5 3 1 5 4 9 To t a l 37 5 0 0 42 81 66 7 9 3 75 7 55 10 10 9 6 8 17 4 11 3 80 9 43 0 96 5 71 19 3 8 20 0 9 05 : 0 0 P M 9 0 0 0 9 17 1 4 6 1 0 1 6 4 15 4 3 2 1 8 5 1 27 2 0 4 8 0 2 3 9 18 4 6 3 4 8 1 05 : 1 5 P M 9 1 0 0 1 0 20 1 7 3 2 1 1 9 5 24 4 3 3 1 5 6 1 23 2 1 1 1 5 0 2 4 9 16 5 1 5 5 3 1 05 : 3 0 P M 11 0 1 0 1 2 19 1 5 3 3 1 1 7 5 19 5 3 3 1 4 5 7 26 1 5 9 1 1 0 1 9 6 15 4 4 0 4 5 5 05 : 4 5 P M 2 0 0 0 2 27 1 4 7 1 0 1 7 5 11 1 2 7 1 8 3 9 21 1 3 2 1 6 0 1 6 9 18 3 8 5 4 0 3 To t a l 31 1 1 0 33 83 61 9 7 2 70 9 69 14 12 5 6 5 20 8 97 70 6 50 0 85 3 67 18 0 3 18 7 0 06 : 0 0 P M 7 1 0 0 8 8 1 1 7 0 0 1 2 5 13 1 1 8 1 0 3 2 18 1 1 1 1 4 0 1 4 3 10 3 0 8 3 1 8 06 : 1 5 P M 3 2 1 0 6 22 1 1 6 2 0 1 4 0 8 6 2 4 1 0 3 8 18 1 2 5 1 2 0 1 5 5 10 3 3 9 3 4 9 06 : 3 0 P M 3 1 0 0 4 11 1 1 1 0 0 1 2 2 14 1 1 8 1 4 3 3 13 1 1 2 8 0 1 3 3 14 2 9 2 3 0 6 06 : 4 5 P M 2 0 0 0 2 15 1 0 6 1 0 1 2 2 7 0 1 2 8 1 9 9 9 9 1 2 0 1 2 0 8 2 6 3 2 7 1 To t a l 15 4 1 0 20 56 45 0 3 0 50 9 42 8 72 4 2 12 2 58 44 7 46 0 55 1 42 12 0 2 12 4 4 Gr a n d T o t a l 12 3 1 7 2 0 1 4 2 32 2 2 4 9 2 4 0 1 6 2 8 5 4 21 8 3 6 4 1 5 2 2 9 6 6 9 39 5 2 8 3 1 1 8 5 0 3 4 1 1 24 5 7 0 7 6 7 3 2 1 Ap p r c h % 86 . 6 1 2 1 . 4 11 . 3 8 7 . 3 1 . 4 32 . 6 5 . 4 6 2 11 . 6 8 3 5 . 4 To t a l % 1. 7 0 . 2 0 2 4. 6 3 5 . 2 0 . 6 4 0 . 3 3. 1 0 . 5 5 . 9 9 . 5 5. 6 4 0 2 . 6 4 8 . 2 3. 3 9 6 . 7 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 10 2 0 1 2 18 21 1 4 23 3 12 0 2 8 4 0 33 2 2 4 7 2 6 4 54 9 03 : 1 5 P M 10 1 0 1 1 26 1 8 1 9 21 6 13 1 2 9 4 3 34 19 2 1 3 2 3 9 50 9 03 : 3 0 P M 11 3 0 14 23 1 8 3 3 2 0 9 11 3 3 2 46 26 22 7 8 2 6 1 53 0 03 : 4 5 P M 9 1 0 1 0 35 18 1 5 2 2 1 16 0 2 0 3 6 34 2 2 6 18 2 7 8 54 5 To t a l V o l u m e 40 7 0 47 10 2 75 6 21 87 9 52 4 10 9 16 5 12 7 86 9 46 10 4 2 21 3 3 % A p p . T o t a l 85 . 1 14 . 9 0 11 . 6 86 2. 4 31 . 5 2. 4 66 . 1 12 . 2 83 . 4 4. 4 PH F .9 0 9 .5 8 3 .0 0 0 .8 3 9 .7 2 9 .8 9 6 .5 8 3 .9 4 3 .8 1 3 .3 3 3 .8 5 2 .8 9 7 .9 3 4 .9 5 7 .6 3 9 .9 3 7 .9 7 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-121 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 0 Th r u 7 Le f t 40 In Ou t To t a l 15 2 47 19 9 Right 21 Thru 756 Left 102 Out TotalIn 1018 879 1897 Le f t 52 Th r u 4 Ri g h t 10 9 Ou t To t a l In 15 5 16 5 32 0 Left 127 Thru 869 Right 46 Total OutIn 808 1042 1850 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-122 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 10 2 0 1 2 18 21 1 4 23 3 12 0 2 8 4 0 33 2 2 4 7 26 4 +1 5 m i n s . 10 1 0 1 1 26 1 8 1 9 21 6 13 1 2 9 4 3 34 19 2 1 3 23 9 +3 0 m i n s . 11 3 0 14 23 1 8 3 3 2 0 9 11 3 3 2 4 6 26 22 7 8 26 1 +4 5 m i n s . 9 1 0 1 0 35 18 1 5 2 2 1 16 0 2 0 3 6 34 2 2 6 18 27 8 To t a l V o l u m e 40 7 0 47 10 2 75 6 21 87 9 52 4 10 9 16 5 12 7 86 9 46 10 4 2 % A p p . T o t a l 85 . 1 14 . 9 0 11 . 6 86 2. 4 31 . 5 2. 4 66 . 1 12 . 2 83 . 4 4. 4 PH F .9 0 9 .5 8 3 .0 0 0 .8 3 9 .7 2 9 .8 9 6 .5 8 3 .9 4 3 .8 1 3 .3 3 3 .8 5 2 .8 9 7 .9 3 4 .9 5 7 .6 3 9 .9 3 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-123 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 2 2 0 0 4 0 0 0 0 0 0 9 0 0 9 0 1 3 1 3 03 : 1 5 P M 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 0 5 1 0 6 0 1 0 1 0 03 : 3 0 P M 0 0 0 0 0 1 1 0 0 2 0 0 1 0 1 0 3 0 0 3 0 6 6 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 1 2 1 0 4 0 6 6 To t a l 0 0 0 0 0 3 6 0 0 9 0 1 3 0 4 1 19 2 0 22 0 35 35 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 3 3 04 : 1 5 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 4 4 04 : 3 0 P M 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 1 3 0 0 4 0 6 6 04 : 4 5 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 To t a l 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 1 10 0 0 11 0 15 15 05 : 0 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 1 5 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 4 4 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 2 To t a l 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 0 7 7 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 2 2 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 2 2 06 : 3 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 4 5 P M 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 2 2 To t a l 0 0 0 0 0 0 2 0 0 2 1 0 1 0 2 0 1 2 0 3 0 7 7 Gr a n d T o t a l 0 0 0 0 0 3 1 4 0 0 1 7 1 1 4 0 6 2 3 5 4 0 4 1 0 6 4 6 4 Ap p r c h % 0 0 0 17 . 6 8 2 . 4 0 16 . 7 1 6 . 7 6 6 . 7 4. 9 8 5 . 4 9 . 8 To t a l % 0 0 0 0 4. 7 2 1 . 9 0 2 6 . 6 1. 6 1 . 6 6 . 2 9 . 4 3. 1 5 4 . 7 6 . 2 6 4 . 1 0 1 0 0 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 2 2 0 4 0 0 0 0 0 9 0 9 13 03 : 1 5 P M 0 0 0 0 0 3 0 3 0 0 1 1 0 5 1 6 10 03 : 3 0 P M 0 0 0 0 1 1 0 2 0 0 1 1 0 3 0 3 6 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 1 1 2 1 2 1 4 6 To t a l V o l u m e 0 0 0 0 3 6 0 9 0 1 3 4 1 19 2 22 35 % A p p . T o t a l 0 0 0 33 . 3 66 . 7 0 0 25 75 4. 5 86 . 4 9. 1 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .3 7 5 .5 0 0 .0 0 0 .5 6 3 .0 0 0 .2 5 0 .7 5 0 .5 0 0 .2 5 0 .5 2 8 .5 0 0 .6 1 1 .6 7 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-124 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 2 0 2 Right 0 Thru 6 Left 3 Out TotalIn 22 9 31 Le f t 0 Th r u 1 Ri g h t 3 Ou t To t a l In 5 4 9 Left 1 Thru 19 Right 2 Total OutIn 6 22 28 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-125 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 2 2 0 4 0 0 0 0 0 9 0 9 +1 5 m i n s . 0 0 0 0 0 3 0 3 0 0 1 1 0 5 1 6 +3 0 m i n s . 0 0 0 0 1 1 0 2 0 0 1 1 0 3 0 3 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 1 1 2 1 2 1 4 To t a l V o l u m e 0 0 0 0 3 6 0 9 0 1 3 4 1 19 2 22 % A p p . T o t a l 0 0 0 33 . 3 66 . 7 0 0 25 75 4. 5 86 . 4 9. 1 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .3 7 5 .5 0 0 .0 0 0 .5 6 3 .0 0 0 .2 5 0 .7 5 0 .5 0 0 .2 5 0 .5 2 8 .5 0 0 .6 1 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-126 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 03 : 3 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 3 3 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 3 3 Ap p r c h % 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 To t a l % 0 0 0 0 0 6 6 . 7 0 6 6 . 7 0 0 0 0 0 3 3 . 3 0 3 3 . 3 0 1 0 0 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2 03 : 3 0 P M 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 3 % A p p . T o t a l 0 0 0 0 10 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .3 7 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-127 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 2 Left 0 Out TotalIn 1 2 3 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 1 Right 0 Total OutIn 2 1 3 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-128 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 +3 0 m i n s . 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 2 0 2 0 0 0 0 0 1 0 1 % A p p . T o t a l 0 0 0 0 10 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-129 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 2 2 Ap p r c h % 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 To t a l % 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 5 0 5 0 0 1 0 0 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 10 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-130 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 1 0 1 Left 0 Thru 0 Right 1 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-131 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 10 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-132 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 5 0 0 0 5 29 1 0 9 2 1 1 4 0 8 2 1 6 1 3 2 6 21 7 9 3 0 1 0 3 14 2 7 4 2 8 8 10 : 1 5 A M 6 0 0 0 6 26 1 5 3 3 2 1 8 2 14 2 2 9 1 8 4 5 35 8 5 1 1 0 1 3 1 20 3 6 4 3 8 4 10 : 3 0 A M 4 1 0 0 5 19 1 3 0 4 1 1 5 3 8 1 1 2 9 2 1 26 1 0 1 1 1 0 1 3 8 10 3 1 7 3 2 7 10 : 4 5 A M 7 3 0 0 1 0 29 1 6 6 1 1 2 2 0 6 11 1 1 8 9 3 0 18 6 6 1 0 0 9 4 11 3 4 0 3 5 1 To t a l 22 4 0 0 26 10 3 55 8 20 6 68 1 41 6 75 4 9 12 2 10 0 33 1 35 0 46 6 55 12 9 5 13 5 0 11 : 0 0 A M 4 0 1 1 5 24 1 2 7 3 1 1 5 4 17 2 2 3 1 4 4 2 24 7 8 9 0 1 1 1 16 3 1 2 3 2 8 11 : 1 5 A M 4 1 0 0 5 25 1 2 1 1 0 1 4 7 11 0 2 4 1 2 3 5 23 1 1 1 1 0 0 1 4 4 12 3 3 1 3 4 3 11 : 3 0 A M 2 0 0 0 2 26 1 5 3 6 3 1 8 5 11 0 1 9 1 4 3 0 28 1 0 8 1 2 0 1 4 8 17 3 6 5 3 8 2 11 : 4 5 A M 4 2 0 0 6 32 1 4 9 5 1 1 8 6 7 5 1 7 9 2 9 30 9 7 2 1 0 1 4 8 10 3 6 9 3 7 9 To t a l 14 3 1 1 18 10 7 55 0 15 5 67 2 46 7 83 4 9 13 6 10 5 39 4 52 0 55 1 55 13 7 7 14 3 2 12 : 0 0 P M 9 1 1 1 1 1 19 1 5 4 1 0 1 7 4 19 2 1 8 1 0 3 9 20 1 3 3 1 4 0 1 6 7 11 3 9 1 4 0 2 12 : 1 5 P M 6 1 0 0 7 26 1 5 2 4 1 1 8 2 7 0 2 5 1 8 3 2 27 1 2 8 9 0 1 6 4 19 3 8 5 4 0 4 12 : 3 0 P M 2 0 0 0 2 37 1 4 9 4 2 1 9 0 11 1 2 0 1 7 3 2 23 1 0 6 1 4 0 1 4 3 19 3 6 7 3 8 6 12 : 4 5 P M 4 0 0 0 4 19 1 5 4 3 1 1 7 6 12 1 1 6 1 1 2 9 24 1 4 6 1 0 0 1 8 0 12 3 8 9 4 0 1 To t a l 21 2 1 1 24 10 1 60 9 12 4 72 2 49 4 79 5 6 13 2 94 51 3 47 0 65 4 61 15 3 2 15 9 3 01 : 0 0 P M 4 2 0 0 6 22 1 3 8 3 1 1 6 3 12 3 1 9 1 2 3 4 28 1 3 6 1 2 0 1 7 6 13 3 7 9 3 9 2 01 : 1 5 P M 10 1 0 0 1 1 30 1 2 6 6 1 1 6 2 13 3 1 8 9 3 4 37 1 3 9 1 3 0 1 8 9 10 3 9 6 4 0 6 01 : 3 0 P M 5 0 0 0 5 40 1 4 0 4 3 1 8 4 13 1 1 6 8 3 0 25 1 3 5 1 6 0 1 7 6 11 3 9 5 4 0 6 01 : 4 5 P M 3 1 1 0 5 19 1 5 8 4 2 1 8 1 21 1 1 6 1 1 3 8 20 1 4 0 1 3 0 1 7 3 13 3 9 7 4 1 0 To t a l 22 4 1 0 27 11 1 56 2 17 7 69 0 59 8 69 4 0 13 6 11 0 55 0 54 0 71 4 47 15 6 7 16 1 4 Gr a n d T o t a l 79 1 3 3 2 9 5 42 2 2 2 7 9 6 4 2 2 2 7 6 5 19 5 2 5 3 0 6 1 9 4 5 2 6 40 9 1 7 8 8 1 8 8 0 2 3 8 5 21 8 5 7 7 1 5 9 8 9 Ap p r c h % 83 . 2 1 3 . 7 3 . 2 15 . 3 8 2 . 4 2 . 3 37 . 1 4 . 8 5 8 . 2 17 . 1 7 5 7 . 9 To t a l % 1. 4 0 . 2 0 . 1 1 . 6 7. 3 3 9 . 5 1 . 1 4 7 . 9 3. 4 0 . 4 5 . 3 9 . 1 7. 1 3 1 3 . 3 4 1 . 3 3. 6 9 6 . 4 Pa s s e n g e r V e h i c l e s 77 13 3 95 41 5 22 6 3 63 27 6 2 19 3 25 29 6 70 0 40 8 17 7 0 18 5 23 6 3 0 0 59 2 0 % P a s s e n g e r V e h i c l e s 97 . 5 1 0 0 1 0 0 1 0 0 9 7 . 9 98 . 3 9 9 . 3 9 8 . 4 9 5 . 5 9 9 . 1 99 1 0 0 9 6 . 7 9 5 . 9 9 7 . 2 99 . 8 9 9 9 8 . 4 0 9 9 . 1 0 0 9 8 . 8 La r g e 2 A x l e V e h i c l e s 2 0 0 2 4 14 0 18 2 0 4 10 1 17 3 21 0 0 51 % L a r g e 2 A x l e V e h i c l e s 2. 5 0 0 0 2 . 1 0. 9 0 . 6 0 0 0 . 6 1 0 1 . 3 2 . 1 1 . 4 0. 2 1 1 . 6 0 0 . 9 0 0 0 . 9 3 A x l e V e h i c l e s 0 0 0 0 2 2 1 6 0 0 3 6 0 1 0 1 0 0 13 % 3 A x l e V e h i c l e s 0 0 0 0 0 0. 5 0 . 1 1 . 6 4 . 5 0 . 2 0 0 1 1 . 5 0 . 8 0 0 . 1 0 0 0 0 0 0 . 2 4+ A x l e T r u c k s 0 0 0 0 1 0 0 1 0 0 3 4 0 0 0 0 0 0 5 % 4 + A x l e T r u c k s 0 0 0 0 0 0. 2 0 0 0 0 0 0 1 0 . 5 0 . 6 0 0 0 0 0 0 0 0 . 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-133 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 4 2 0 6 22 1 3 8 3 1 6 3 12 3 1 9 34 28 1 3 6 1 2 1 7 6 37 9 01 : 1 5 P M 10 1 0 11 30 1 2 6 6 16 2 13 3 1 8 3 4 37 13 9 1 3 18 9 39 6 01 : 3 0 P M 5 0 0 5 40 14 0 4 18 4 13 1 1 6 3 0 25 1 3 5 16 17 6 39 5 01 : 4 5 P M 3 1 1 5 19 15 8 4 1 8 1 21 1 1 6 38 20 14 0 13 1 7 3 39 7 To t a l V o l u m e 22 4 1 27 11 1 56 2 17 69 0 59 8 69 13 6 11 0 55 0 54 71 4 15 6 7 % A p p . T o t a l 81 . 5 14 . 8 3. 7 16 . 1 81 . 4 2. 5 43 . 4 5. 9 50 . 7 15 . 4 77 7. 6 PH F .5 5 0 .5 0 0 .2 5 0 .6 1 4 .6 9 4 .8 8 9 .7 0 8 .9 3 8 .7 0 2 .6 6 7 .9 0 8 .8 9 5 .7 4 3 .9 8 2 .8 4 4 .9 4 4 .9 8 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-134 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 1 Th r u 4 Le f t 22 In Ou t To t a l 13 5 27 16 2 Right 17 Thru 562 Left 111 Out TotalIn 641 690 1331 Le f t 59 Th r u 8 Ri g h t 69 Ou t To t a l In 16 9 13 6 30 5 Left 110 Thru 550 Right 54 Total OutIn 622 714 1336 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-135 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 11 : 4 5 A M 10 : 1 5 A M 12 : 4 5 P M +0 m i n s . 4 2 0 6 32 1 4 9 5 18 6 14 2 2 9 4 5 24 14 6 10 18 0 +1 5 m i n s . 10 1 0 11 19 15 4 1 1 7 4 8 1 1 2 2 1 28 1 3 6 1 2 17 6 +3 0 m i n s . 5 0 0 5 26 1 5 2 4 1 8 2 11 1 1 8 3 0 37 13 9 1 3 18 9 +4 5 m i n s . 3 1 1 5 37 14 9 4 19 0 17 2 2 3 4 2 25 1 3 5 16 17 6 To t a l V o l u m e 22 4 1 27 11 4 60 4 14 73 2 50 6 82 13 8 11 4 55 6 51 72 1 % A p p . T o t a l 81 . 5 14 . 8 3. 7 15 . 6 82 . 5 1. 9 36 . 2 4. 3 59 . 4 15 . 8 77 . 1 7. 1 PH F .5 5 0 .5 0 0 .2 5 0 .6 1 4 .7 7 0 .9 8 1 .7 0 0 .9 6 3 .7 3 5 .7 5 0 .7 0 7 .7 6 7 .7 7 0 .9 5 2 .7 9 7 .9 5 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-136 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 5 0 0 0 5 29 1 0 8 2 1 1 3 9 8 2 1 6 1 3 2 6 21 7 8 3 0 1 0 2 14 2 7 2 2 8 6 10 : 1 5 A M 4 0 0 0 4 26 1 5 1 3 2 1 8 0 14 2 2 6 1 6 4 2 35 8 2 1 1 0 1 2 8 18 3 5 4 3 7 2 10 : 3 0 A M 4 1 0 0 5 18 1 2 9 4 1 1 5 1 8 1 1 2 9 2 1 26 1 0 0 1 1 0 1 3 7 10 3 1 4 3 2 4 10 : 4 5 A M 7 3 0 0 1 0 29 1 6 6 1 1 2 2 0 6 11 1 1 8 9 3 0 18 6 6 9 0 9 3 11 3 3 9 3 5 0 To t a l 20 4 0 0 24 10 2 55 4 20 6 67 6 41 6 72 4 7 11 9 10 0 32 6 34 0 46 0 53 12 7 9 13 3 2 11 : 0 0 A M 4 0 1 1 5 23 1 2 4 3 1 1 5 0 16 2 2 1 1 2 3 9 23 7 7 8 0 1 0 8 14 3 0 2 3 1 6 11 : 1 5 A M 4 1 0 0 5 24 1 2 0 1 0 1 4 5 10 0 2 4 1 2 3 4 23 1 1 1 1 0 0 1 4 4 12 3 2 8 3 4 0 11 : 3 0 A M 2 0 0 0 2 26 1 5 2 6 3 1 8 4 11 0 1 9 1 4 3 0 28 1 0 7 1 2 0 1 4 7 17 3 6 3 3 8 0 11 : 4 5 A M 4 2 0 0 6 32 1 4 8 4 0 1 8 4 7 5 1 7 9 2 9 30 9 7 2 1 0 1 4 8 9 3 6 7 3 7 6 To t a l 14 3 1 1 18 10 5 54 4 14 4 66 3 44 7 81 4 7 13 2 10 4 39 2 51 0 54 7 52 13 6 0 14 1 2 12 : 0 0 P M 9 1 1 1 1 1 19 1 5 3 1 0 1 7 3 19 2 1 8 1 0 3 9 20 1 3 3 1 4 0 1 6 7 11 3 9 0 4 0 1 12 : 1 5 P M 6 1 0 0 7 25 1 5 2 4 1 1 8 1 7 0 2 4 1 7 3 1 27 1 2 7 9 0 1 6 3 18 3 8 2 4 0 0 12 : 3 0 P M 2 0 0 0 2 36 1 4 7 4 2 1 8 7 11 1 1 9 1 6 3 1 23 1 0 4 1 4 0 1 4 1 18 3 6 1 3 7 9 12 : 4 5 P M 4 0 0 0 4 19 1 5 3 3 1 1 7 5 12 1 1 5 1 1 2 8 24 1 4 5 1 0 0 1 7 9 12 3 8 6 3 9 8 To t a l 21 2 1 1 24 99 60 5 12 4 71 6 49 4 76 5 4 12 9 94 50 9 47 0 65 0 59 15 1 9 15 7 8 01 : 0 0 P M 4 2 0 0 6 21 1 3 8 3 1 1 6 2 12 3 1 8 1 1 3 3 28 1 3 6 1 2 0 1 7 6 12 3 7 7 3 8 9 01 : 1 5 P M 10 1 0 0 1 1 30 1 2 5 6 1 1 6 1 13 3 1 8 9 3 4 37 1 3 8 1 3 0 1 8 8 10 3 9 4 4 0 4 01 : 3 0 P M 5 0 0 0 5 39 1 4 0 4 3 1 8 3 13 1 1 6 8 3 0 25 1 3 1 1 6 0 1 7 2 11 3 9 0 4 0 1 01 : 4 5 P M 3 1 1 0 5 19 1 5 7 4 2 1 8 0 21 1 1 5 1 0 3 7 20 1 3 8 1 2 0 1 7 0 12 3 9 2 4 0 4 To t a l 22 4 1 0 27 10 9 56 0 17 7 68 6 59 8 67 3 8 13 4 11 0 54 3 53 0 70 6 45 15 5 3 15 9 8 Gr a n d T o t a l 77 1 3 3 2 9 3 41 5 2 2 6 3 6 3 2 1 2 7 4 1 19 3 2 5 2 9 6 1 8 6 5 1 4 40 8 1 7 7 0 1 8 5 0 2 3 6 3 20 9 5 7 1 1 5 9 2 0 Ap p r c h % 82 . 8 1 4 3 . 2 15 . 1 8 2 . 6 2 . 3 37 . 5 4 . 9 5 7 . 6 17 . 3 7 4 . 9 7 . 8 To t a l % 1. 3 0 . 2 0 . 1 1 . 6 7. 3 3 9 . 6 1 . 1 4 8 3. 4 0 . 4 5 . 2 9 7. 1 3 1 3 . 2 4 1 . 4 3. 5 9 6 . 5 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 4 2 0 6 21 1 3 8 3 1 6 2 12 3 1 8 33 28 1 3 6 1 2 1 7 6 37 7 01 : 1 5 P M 10 1 0 11 30 1 2 5 6 16 1 13 3 1 8 3 4 37 1 3 8 13 18 8 39 4 01 : 3 0 P M 5 0 0 5 39 14 0 4 18 3 13 1 1 6 3 0 25 1 3 1 16 17 2 39 0 01 : 4 5 P M 3 1 1 5 19 15 7 4 1 8 0 21 1 1 5 37 20 1 3 8 1 2 1 7 0 39 2 To t a l V o l u m e 22 4 1 27 10 9 56 0 17 68 6 59 8 67 13 4 11 0 54 3 53 70 6 15 5 3 % A p p . T o t a l 81 . 5 14 . 8 3. 7 15 . 9 81 . 6 2. 5 44 6 50 15 . 6 76 . 9 7. 5 PH F .5 5 0 .5 0 0 .2 5 0 .6 1 4 .6 9 9 .8 9 2 .7 0 8 .9 3 7 .7 0 2 .6 6 7 .9 3 1 .9 0 5 .7 4 3 .9 8 4 .8 2 8 .9 3 9 .9 8 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-137 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 1 Th r u 4 Le f t 22 In Ou t To t a l 13 5 27 16 2 Right 17 Thru 560 Left 109 Out TotalIn 632 686 1318 Le f t 59 Th r u 8 Ri g h t 67 Ou t To t a l In 16 6 13 4 30 0 Left 110 Thru 543 Right 53 Total OutIn 620 706 1326 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-138 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 4 2 0 6 21 1 3 8 3 1 6 2 12 3 1 8 33 28 1 3 6 1 2 17 6 +1 5 m i n s . 10 1 0 11 30 1 2 5 6 16 1 13 3 1 8 3 4 37 1 3 8 13 18 8 +3 0 m i n s . 5 0 0 5 39 14 0 4 18 3 13 1 1 6 3 0 25 1 3 1 16 17 2 +4 5 m i n s . 3 1 1 5 19 15 7 4 1 8 0 21 1 1 5 37 20 1 3 8 1 2 17 0 To t a l V o l u m e 22 4 1 27 10 9 56 0 17 68 6 59 8 67 13 4 11 0 54 3 53 70 6 % A p p . T o t a l 81 . 5 14 . 8 3. 7 15 . 9 81 . 6 2. 5 44 6 50 15 . 6 76 . 9 7. 5 PH F .5 5 0 .5 0 0 .2 5 0 .6 1 4 .6 9 9 .8 9 2 .7 0 8 .9 3 7 .7 0 2 .6 6 7 .9 3 1 .9 0 5 .7 4 3 .9 8 4 .8 2 8 .9 3 9 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-139 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 10 : 1 5 A M 2 0 0 0 2 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 7 7 10 : 3 0 A M 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 1 0 0 1 0 3 3 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 To t a l 2 0 0 0 2 1 4 0 0 5 0 0 0 0 0 0 5 1 0 6 0 13 13 11 : 0 0 A M 0 0 0 0 0 1 2 0 0 3 1 0 2 2 3 1 1 1 0 3 2 9 1 1 11 : 1 5 A M 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 2 2 11 : 3 0 A M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 11 : 4 5 A M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 0 0 0 0 1 5 0 0 6 2 0 2 2 4 1 2 1 0 4 2 14 16 12 : 0 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 1 0 0 1 1 2 3 12 : 3 0 P M 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 2 0 0 2 0 4 4 12 : 4 5 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 To t a l 0 0 0 0 0 1 3 0 0 4 0 0 1 1 1 0 4 0 0 4 1 9 10 01 : 0 0 P M 0 0 0 0 0 1 0 0 0 1 0 0 1 1 1 0 0 0 0 0 1 2 3 01 : 1 5 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 4 4 01 : 4 5 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 1 0 3 0 4 4 To t a l 0 0 0 0 0 1 2 0 0 3 0 0 1 1 1 0 6 1 0 7 1 11 12 Gr a n d T o t a l 2 0 0 0 2 4 1 4 0 0 1 8 2 0 4 4 6 1 1 7 3 0 2 1 4 4 7 5 1 Ap p r c h % 10 0 0 0 22 . 2 7 7 . 8 0 33 . 3 0 6 6 . 7 4. 8 8 1 1 4 . 3 To t a l % 4. 3 0 0 4 . 3 8. 5 2 9 . 8 0 3 8 . 3 4. 3 0 8 . 5 1 2 . 8 2. 1 3 6 . 2 6 . 4 4 4 . 7 7. 8 9 2 . 2 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0 2 01 : 1 5 P M 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 4 01 : 4 5 P M 0 0 0 0 0 1 0 1 0 0 0 0 0 2 1 3 4 To t a l V o l u m e 0 0 0 0 1 2 0 3 0 0 1 1 0 6 1 7 11 % A p p . T o t a l 0 0 0 33 . 3 66 . 7 0 0 0 10 0 0 85 . 7 14 . 3 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .5 0 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .3 7 5 .2 5 0 .4 3 8 .6 8 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-140 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 2 Left 1 Out TotalIn 7 3 10 Le f t 0 Th r u 0 Ri g h t 1 Ou t To t a l In 2 1 3 Left 0 Thru 6 Right 1 Total OutIn 2 7 9 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-141 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 +4 5 m i n s . 0 0 0 0 0 1 0 1 0 0 0 0 0 2 1 3 To t a l V o l u m e 0 0 0 0 1 2 0 3 0 0 1 1 0 6 1 7 % A p p . T o t a l 0 0 0 33 . 3 66 . 7 0 0 0 10 0 0 85 . 7 14 . 3 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .5 0 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .3 7 5 .2 5 0 .4 3 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-142 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 1 1 2 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 1 1 2 11 : 0 0 A M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 11 : 1 5 A M 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2 To t a l 0 0 0 0 0 1 1 1 1 3 0 0 0 0 0 0 0 0 0 0 1 3 4 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 0 0 0 0 0 1 2 3 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 0 0 0 0 0 1 2 3 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 01 : 3 0 P M 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 1 1 2 To t a l 0 0 0 0 0 1 0 0 0 1 0 0 1 1 1 0 1 0 0 1 1 3 4 Gr a n d T o t a l 0 0 0 0 0 2 2 1 1 5 0 0 3 3 3 0 1 0 0 1 4 9 1 3 Ap p r c h % 0 0 0 40 4 0 2 0 0 0 1 0 0 0 1 0 0 0 To t a l % 0 0 0 0 22 . 2 2 2 . 2 1 1 . 1 5 5 . 6 0 0 3 3 . 3 3 3 . 3 0 1 1 . 1 0 1 1 . 1 30 . 8 6 9 . 2 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 01 : 3 0 P M 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 To t a l V o l u m e 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 1 3 % A p p . T o t a l 0 0 0 10 0 0 0 0 0 10 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-143 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 1 Out TotalIn 2 1 3 Le f t 0 Th r u 0 Ri g h t 1 Ou t To t a l In 1 1 2 Left 0 Thru 1 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-144 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +3 0 m i n s . 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 To t a l V o l u m e 0 0 0 0 1 0 0 1 0 0 1 1 0 1 0 1 % A p p . T o t a l 0 0 0 10 0 0 0 0 0 10 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-145 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 2 1 2 0 0 0 0 0 1 2 3 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 2 1 2 0 0 0 0 0 1 2 3 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 To t a l 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 2 2 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 1 0 0 0 1 0 0 3 1 3 0 0 0 0 0 1 4 5 Ap p r c h % 0 0 0 10 0 0 0 0 0 1 0 0 0 0 0 To t a l % 0 0 0 0 25 0 0 2 5 0 0 7 5 7 5 0 0 0 0 20 8 0 De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-146 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r D e s e r t W i l l o w D r i v e Country Club Drive Country Club Drive D e s e r t S p r i n g s D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-147 Fi l e N a m e : 0 3 _ P L D _ D e s e r t W _ D e s e r t S _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : D e s e r t W i l l o w D r / D e s e r t S p r i n g s D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r De s e r t W i l l o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d De s e r t S p r i n g s D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-148 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Desert Willow Drive Country Club Drive Desert Springs Drive Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 1 0 1 0 4 1 0 5 1 2 0 0 3 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 1 6 10 0 17 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Desert Willow Drive Country Club Drive Desert Springs Drive Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 1 0 0 1 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 3 6 0 10 0 0 0 0 0 0 2 1 0 3 0 2 0 0 2 1 1 2 1 5 0 2 1 0 3 2 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 12 11 5 32 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Desert Willow Drive Country Club Drive Desert Springs Drive Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 2 1 0 3 0 0 2 0 2 2 0 3 2 7 1 1 2 0 4 0 0 0 0 0 1 0 0 0 1 0 5 11 2 18 0 0 5 0 5 0 2 0 0 2 1 2 1 0 4 1 0 0 1 2 4 2 0 4 10 2 1 0 0 3 4 6 2 2 14 3 1 0 3 7 19 22 27 14 82 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM Palm Desert Desert Willow Dr/Desert Springs Dr Country Club Drive PEDESTRIANS 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-149 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 1 0 0 0 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 0 2 6 0 0 0 0 2 0 0 0 0 2 0 0 4 0 0 0 3 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 3 3 0 0 2 0 2 7 2 23 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 2 0 0 0 1 0 0 1 4 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 4 0 0 1 1 0 3 1 12 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 1 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 10 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 1 2 0 0 0 0 1 0 0 4 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 4 0 0 0 0 0 4 0 0 0 1 0 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 5 7 0 5 0 1 3 14 0 37 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM Southbound Westbound Northbound Eastbound Desert Willow Drive Country Club Drive Desert Springs Drive Country Club Drive Country Club Drive TOTAL VOLUMES: Desert Willow Drive Country Club Drive Desert Springs Drive Country Club Drive Southbound Westbound Northbound Eastbound 5:00 PM 6:30 PM 6:45 PM Desert Willow Drive Country Club Drive Desert Springs Drive 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound Desert Willow Dr/Desert Springs Dr Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM 4:00 PM 4:15 PM 4:30 PM 4:45 PM Country Club Drive Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-150 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 6 6 1 2 3 7 8 90 1 7 7 9 8 2 9 7 1 4 4 0 2 4 3 0 0 0 0 0 10 4 1 9 4 2 9 03 : 1 5 P M 0 5 7 6 2 6 3 10 2 0 1 1 4 1 1 3 0 8 6 1 3 7 0 2 2 3 0 0 0 0 0 6 3 9 9 4 0 5 03 : 3 0 P M 0 5 5 1 1 4 6 6 11 7 1 5 2 1 2 3 1 8 6 1 4 7 0 2 3 4 0 0 0 0 0 6 4 2 3 4 2 9 03 : 4 5 P M 0 6 2 9 2 7 1 11 9 0 6 3 1 2 5 2 1 0 0 1 5 9 0 2 6 1 0 0 0 0 0 5 4 5 7 4 6 2 To t a l 0 24 0 38 1 1 27 8 42 8 2 29 1 6 45 9 5 36 9 58 7 0 96 1 0 0 0 0 0 27 16 9 8 17 2 5 04 : 0 0 P M 0 5 3 1 0 7 6 3 10 7 0 9 5 1 1 6 0 7 0 1 6 1 0 2 3 1 0 0 0 0 0 12 4 1 0 4 2 2 04 : 1 5 P M 0 5 4 9 5 6 3 92 0 9 8 1 0 1 1 7 2 1 6 9 0 2 4 2 0 0 0 0 0 13 4 0 6 4 1 9 04 : 3 0 P M 0 5 2 1 1 4 6 3 11 0 0 1 6 3 1 2 6 0 8 5 1 5 3 0 2 3 8 0 0 0 0 0 7 4 2 7 4 3 4 04 : 4 5 P M 0 4 6 4 2 5 0 12 1 0 8 3 1 2 9 1 8 4 1 6 1 0 2 4 6 0 0 0 0 0 5 4 2 5 4 3 0 To t a l 0 20 5 34 1 8 23 9 43 0 0 42 1 9 47 2 2 31 1 64 4 0 95 7 0 0 0 0 0 37 16 6 8 17 0 5 05 : 0 0 P M 0 7 1 1 4 6 8 5 99 0 7 6 1 0 6 1 8 3 1 7 2 0 2 5 6 0 0 0 0 0 12 4 4 7 4 5 9 05 : 1 5 P M 0 5 6 9 5 6 5 12 1 1 1 3 4 1 3 5 0 9 7 1 7 5 0 2 7 2 0 0 0 0 0 9 4 7 2 4 8 1 05 : 3 0 P M 0 5 3 7 3 6 0 11 6 0 7 3 1 2 3 0 6 0 1 6 4 0 2 2 4 0 0 0 0 0 6 4 0 7 4 1 3 05 : 4 5 P M 0 4 4 5 0 4 9 10 3 2 1 2 5 1 1 7 2 4 0 1 0 4 0 1 4 6 0 0 0 0 0 5 3 1 2 3 1 7 To t a l 0 22 4 35 1 4 25 9 43 9 3 39 1 8 48 1 3 28 0 61 5 0 89 8 0 0 0 0 0 32 16 3 8 16 7 0 06 : 0 0 P M 0 3 7 6 3 4 3 55 0 1 1 8 6 6 0 4 7 1 0 5 0 1 5 2 0 0 0 0 0 11 2 6 1 2 7 2 06 : 1 5 P M 0 2 6 4 0 3 0 64 1 5 2 7 0 0 3 7 6 2 0 9 9 0 0 0 0 0 2 1 9 9 2 0 1 06 : 3 0 P M 0 3 3 8 4 4 1 56 0 9 5 6 5 1 3 3 6 6 0 1 0 0 0 0 0 0 0 9 2 0 6 2 1 5 06 : 4 5 P M 0 3 4 5 1 3 9 40 0 7 4 4 7 1 1 7 5 8 0 7 6 0 0 0 0 0 5 1 6 2 1 6 7 To t a l 0 13 0 23 8 15 3 21 5 1 32 1 9 24 8 2 13 4 29 1 0 42 7 0 0 0 0 0 27 82 8 85 5 Gr a n d T o t a l 0 7 9 9 1 3 0 5 1 9 2 9 15 1 2 6 1 4 2 7 2 1 6 6 0 12 1 0 9 4 2 1 3 7 0 3 2 4 3 0 0 0 0 0 12 3 5 8 3 2 5 9 5 5 Ap p r c h % 0 8 6 1 4 91 . 1 0 . 4 8 . 6 0. 4 3 3 . 7 6 5 . 9 0 0 0 To t a l % 0 1 3 . 7 2 . 2 1 5 . 9 25 . 9 0 . 1 2 . 4 2 8 . 5 0. 2 1 8 . 8 3 6 . 6 5 5 . 6 0 0 0 0 2. 1 9 7 . 9 Pa s s e n g e r V e h i c l e s 0 77 9 12 8 95 7 14 8 2 5 13 9 16 9 6 12 10 4 0 20 7 2 31 2 4 0 0 0 0 0 0 57 7 7 % P a s s e n g e r V e h i c l e s 0 9 7 . 5 9 8 . 5 9 8 9 7 . 7 98 8 3 . 3 9 7 . 9 9 7 . 2 9 7 . 9 10 0 9 5 . 1 9 7 0 9 6 . 3 0 0 0 0 0 0 0 9 7 La r g e 2 A x l e V e h i c l e s 0 11 1 13 23 0 2 26 0 43 40 83 0 0 0 0 0 0 12 2 % L a r g e 2 A x l e V e h i c l e s 0 1 . 4 0 . 8 2 1 . 3 1. 5 0 1 . 4 1 . 4 1 . 5 0 3 . 9 1 . 9 0 2 . 6 0 0 0 0 0 0 0 2 3 A x l e V e h i c l e s 0 6 1 7 3 0 1 5 0 1 12 13 0 0 0 0 0 0 25 % 3 A x l e V e h i c l e s 0 0 . 8 0 . 8 0 0 . 7 0. 2 0 0 . 7 1 . 4 0 . 3 0 0 . 1 0 . 6 0 0 . 4 0 0 0 0 0 0 0 0 . 4 4+ A x l e T r u c k s 0 3 0 3 4 1 0 5 0 10 13 23 0 0 0 0 0 0 31 % 4 + A x l e T r u c k s 0 0 . 4 0 0 0 . 3 0. 3 1 6 . 7 0 0 0 . 3 0 0 . 9 0 . 6 0 0 . 7 0 0 0 0 0 0 0 0 . 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-151 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 0 5 2 1 1 6 3 11 0 0 16 12 6 0 8 5 1 5 3 2 3 8 0 0 0 0 42 7 04 : 4 5 P M 0 4 6 4 5 0 12 1 0 8 1 2 9 1 84 1 6 1 2 4 6 0 0 0 0 42 5 05 : 0 0 P M 0 71 1 4 8 5 99 0 7 1 0 6 1 8 3 1 7 2 2 5 6 0 0 0 0 44 7 05 : 1 5 P M 0 5 6 9 6 5 12 1 1 13 13 5 0 97 1 7 5 2 7 2 0 0 0 0 47 2 To t a l V o l u m e 0 22 5 38 26 3 45 1 1 44 49 6 2 34 9 66 1 10 1 2 0 0 0 0 17 7 1 % A p p . T o t a l 0 85 . 6 14 . 4 90 . 9 0. 2 8. 9 0. 2 34 . 5 65 . 3 0 0 0 PH F .0 0 0 .7 9 2 .6 7 9 .7 7 4 .9 3 2 .2 5 0 .6 8 8 .9 1 9 .5 0 0 .8 9 9 .9 4 4 .9 3 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 3 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-152 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 38 Th r u 22 5 Le f t 0 In Ou t To t a l 39 3 26 3 65 6 Right 44 Thru 1 Left 451 Out TotalIn 661 496 1157 Le f t 2 Th r u 34 9 Ri g h t 66 1 Ou t To t a l In 67 6 10 1 2 16 8 8 Left 0 Thru 0 Right 0 Total OutIn 41 0 41 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-153 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 04 : 3 0 P M 04 : 3 0 P M 03 : 0 0 P M +0 m i n s . 0 66 1 2 7 8 11 0 0 16 12 6 0 8 5 1 5 3 2 3 8 0 0 0 0 +1 5 m i n s . 0 5 7 6 6 3 12 1 0 8 1 2 9 1 84 1 6 1 2 4 6 0 0 0 0 +3 0 m i n s . 0 5 5 1 1 6 6 99 0 7 1 0 6 1 8 3 1 7 2 2 5 6 0 0 0 0 +4 5 m i n s . 0 6 2 9 7 1 12 1 1 13 13 5 0 97 1 7 5 2 7 2 0 0 0 0 To t a l V o l u m e 0 24 0 38 27 8 45 1 1 44 49 6 2 34 9 66 1 10 1 2 0 0 0 0 % A p p . T o t a l 0 86 . 3 13 . 7 90 . 9 0. 2 8. 9 0. 2 34 . 5 65 . 3 0 0 0 PH F .0 0 0 .9 0 9 .7 9 2 .8 9 1 .9 3 2 .2 5 0 .6 8 8 .9 1 9 .5 0 0 .8 9 9 .9 4 4 .9 3 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-154 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 6 3 1 2 3 7 5 88 1 7 7 9 6 2 8 6 1 4 3 0 2 3 1 0 0 0 0 0 10 4 0 2 4 1 2 03 : 1 5 P M 0 5 5 6 2 6 1 97 0 1 1 4 1 0 8 0 7 9 1 3 5 0 2 1 4 0 0 0 0 0 6 3 8 3 3 8 9 03 : 3 0 P M 0 5 4 1 1 4 6 5 11 4 1 4 1 1 1 9 1 8 2 1 3 9 0 2 2 2 0 0 0 0 0 5 4 0 6 4 1 1 03 : 4 5 P M 0 6 1 8 2 6 9 11 7 0 6 3 1 2 3 2 9 2 1 4 8 0 2 4 2 0 0 0 0 0 5 4 3 4 4 3 9 To t a l 0 23 3 37 1 1 27 0 41 6 2 28 1 5 44 6 5 33 9 56 5 0 90 9 0 0 0 0 0 26 16 2 5 16 5 1 04 : 0 0 P M 0 5 2 1 0 7 6 2 10 5 0 9 5 1 1 4 0 6 3 1 5 7 0 2 2 0 0 0 0 0 0 12 3 9 6 4 0 8 04 : 1 5 P M 0 5 4 9 5 6 3 91 0 8 7 9 9 1 7 0 1 5 8 0 2 2 9 0 0 0 0 0 12 3 9 1 4 0 3 04 : 3 0 P M 0 4 8 1 0 3 5 8 10 7 0 1 5 3 1 2 2 0 8 3 1 4 5 0 2 2 8 0 0 0 0 0 6 4 0 8 4 1 4 04 : 4 5 P M 0 4 5 4 2 4 9 11 7 0 8 3 1 2 5 1 7 9 1 5 8 0 2 3 8 0 0 0 0 0 5 4 1 2 4 1 7 To t a l 0 19 9 33 1 7 23 2 42 0 0 40 1 8 46 0 2 29 5 61 8 0 91 5 0 0 0 0 0 35 16 0 7 16 4 2 05 : 0 0 P M 0 6 7 1 4 6 8 1 97 0 7 6 1 0 4 1 8 3 1 7 1 0 2 5 5 0 0 0 0 0 12 4 4 0 4 5 2 05 : 1 5 P M 0 5 6 9 5 6 5 12 0 0 1 3 4 1 3 3 0 9 2 1 7 0 0 2 6 2 0 0 0 0 0 9 4 6 0 4 6 9 05 : 3 0 P M 0 5 3 7 3 6 0 11 4 0 7 3 1 2 1 0 5 9 1 6 1 0 2 2 0 0 0 0 0 0 6 4 0 1 4 0 7 05 : 4 5 P M 0 4 4 5 0 4 9 10 0 2 1 2 5 1 1 4 2 4 0 1 0 2 0 1 4 4 0 0 0 0 0 5 3 0 7 3 1 2 To t a l 0 22 0 35 1 4 25 5 43 1 2 39 1 8 47 2 3 27 4 60 4 0 88 1 0 0 0 0 0 32 16 0 8 16 4 0 06 : 0 0 P M 0 3 5 6 3 4 1 55 0 1 1 8 6 6 0 4 7 1 0 4 0 1 5 1 0 0 0 0 0 11 2 5 8 2 6 9 06 : 1 5 P M 0 2 5 4 0 2 9 64 1 5 2 7 0 0 3 6 6 1 0 9 7 0 0 0 0 0 2 1 9 6 1 9 8 06 : 3 0 P M 0 3 3 8 4 4 1 56 0 9 5 6 5 1 3 2 6 4 0 9 7 0 0 0 0 0 9 2 0 3 2 1 2 06 : 4 5 P M 0 3 4 5 1 3 9 40 0 7 4 4 7 1 1 7 5 6 0 7 4 0 0 0 0 0 5 1 6 0 1 6 5 To t a l 0 12 7 23 8 15 0 21 5 1 32 1 9 24 8 2 13 2 28 5 0 41 9 0 0 0 0 0 27 81 7 84 4 Gr a n d T o t a l 0 7 7 9 1 2 8 5 0 9 0 7 14 8 2 5 1 3 9 7 0 1 6 2 6 12 1 0 4 0 2 0 7 2 0 3 1 2 4 0 0 0 0 0 12 0 5 6 5 7 5 7 7 7 Ap p r c h % 0 8 5 . 9 1 4 . 1 91 . 1 0 . 3 8 . 5 0. 4 3 3 . 3 6 6 . 3 0 0 0 To t a l % 0 1 3 . 8 2 . 3 1 6 26 . 2 0 . 1 2 . 5 2 8 . 7 0. 2 1 8 . 4 3 6 . 6 5 5 . 2 0 0 0 0 2. 1 9 7 . 9 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 0 4 8 1 0 5 8 10 7 0 15 12 2 0 8 3 1 4 5 2 2 8 0 0 0 0 40 8 04 : 4 5 P M 0 4 5 4 4 9 11 7 0 8 1 2 5 1 79 1 5 8 2 3 8 0 0 0 0 41 2 05 : 0 0 P M 0 67 1 4 81 97 0 7 1 0 4 1 8 3 17 1 25 5 0 0 0 0 44 0 05 : 1 5 P M 0 5 6 9 6 5 12 0 0 1 3 13 3 0 92 17 0 26 2 0 0 0 0 46 0 To t a l V o l u m e 0 21 6 37 25 3 44 1 0 43 48 4 2 33 7 64 4 98 3 0 0 0 0 17 2 0 % A p p . T o t a l 0 85 . 4 14 . 6 91 . 1 0 8. 9 0. 2 34 . 3 65 . 5 0 0 0 PH F .0 0 0 .8 0 6 .6 6 1 .7 8 1 .9 1 9 .0 0 0 .7 1 7 .9 1 0 .5 0 0 .9 1 6 .9 4 2 .9 3 8 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 3 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-155 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 37 Th r u 21 6 Le f t 0 In Ou t To t a l 38 0 25 3 63 3 Right 43 Thru 0 Left 441 Out TotalIn 644 484 1128 Le f t 2 Th r u 33 7 Ri g h t 64 4 Ou t To t a l In 65 7 98 3 16 4 0 Left 0 Thru 0 Right 0 Total OutIn 39 0 39 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-156 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 0 4 8 1 0 5 8 10 7 0 15 12 2 0 8 3 1 4 5 2 2 8 0 0 0 0 +1 5 m i n s . 0 4 5 4 4 9 11 7 0 8 1 2 5 1 79 1 5 8 2 3 8 0 0 0 0 +3 0 m i n s . 0 67 1 4 8 1 97 0 7 1 0 4 1 8 3 17 1 25 5 0 0 0 0 +4 5 m i n s . 0 5 6 9 6 5 12 0 0 1 3 13 3 0 92 17 0 26 2 0 0 0 0 To t a l V o l u m e 0 21 6 37 25 3 44 1 0 43 48 4 2 33 7 64 4 98 3 0 0 0 0 % A p p . T o t a l 0 85 . 4 14 . 6 91 . 1 0 8. 9 0. 2 34 . 3 65 . 5 0 0 0 PH F .0 0 0 .8 0 6 .6 6 1 .7 8 1 .9 1 9 .0 0 0 .7 1 7 .9 1 0 .5 0 0 .9 1 6 .9 4 2 .9 3 8 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-157 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 1 0 0 1 1 0 0 0 1 0 9 1 0 1 0 0 0 0 0 0 0 1 2 1 2 03 : 1 5 P M 0 1 0 0 1 3 0 0 0 3 0 5 0 0 5 0 0 0 0 0 0 9 9 03 : 3 0 P M 0 1 0 0 1 3 0 0 0 3 0 3 5 0 8 0 0 0 0 0 0 1 2 1 2 03 : 4 5 P M 0 1 0 0 1 2 0 0 0 2 0 6 7 0 1 3 0 0 0 0 0 0 1 6 1 6 To t a l 0 4 0 0 4 9 0 0 0 9 0 23 13 0 36 0 0 0 0 0 0 49 49 04 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 7 2 0 9 0 0 0 0 0 0 1 0 1 0 04 : 1 5 P M 0 0 0 0 0 1 0 1 1 2 0 2 7 0 9 0 0 0 0 0 1 1 1 1 2 04 : 3 0 P M 0 3 1 1 4 2 0 1 0 3 0 2 6 0 8 0 0 0 0 0 1 1 5 1 6 04 : 4 5 P M 0 0 0 0 0 4 0 0 0 4 0 3 1 0 4 0 0 0 0 0 0 8 8 To t a l 0 4 1 1 5 7 0 2 1 9 0 14 16 0 30 0 0 0 0 0 2 44 46 05 : 0 0 P M 0 1 0 0 1 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 3 3 05 : 1 5 P M 0 0 0 0 0 1 0 0 0 1 0 4 3 0 7 0 0 0 0 0 0 8 8 05 : 3 0 P M 0 0 0 0 0 2 0 0 0 2 0 1 2 0 3 0 0 0 0 0 0 5 5 05 : 4 5 P M 0 0 0 0 0 3 0 0 0 3 0 0 1 0 1 0 0 0 0 0 0 4 4 To t a l 0 1 0 0 1 7 0 0 0 7 0 5 7 0 12 0 0 0 0 0 0 20 20 06 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 2 06 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 2 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 To t a l 0 2 0 0 2 0 0 0 0 0 0 1 4 0 5 0 0 0 0 0 0 7 7 Gr a n d T o t a l 0 1 1 1 1 1 2 23 0 2 1 2 5 0 4 3 4 0 0 8 3 0 0 0 0 0 2 1 2 0 1 2 2 Ap p r c h % 0 9 1 . 7 8 . 3 92 0 8 0 5 1 . 8 4 8 . 2 0 0 0 To t a l % 0 9 . 2 0 . 8 1 0 19 . 2 0 1 . 7 2 0 . 8 0 3 5 . 8 3 3 . 3 6 9 . 2 0 0 0 0 1. 6 9 8 . 4 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 0 3 1 4 2 0 1 3 0 2 6 8 0 0 0 0 15 04 : 4 5 P M 0 0 0 0 4 0 0 4 0 3 1 4 0 0 0 0 8 05 : 0 0 P M 0 1 0 1 1 0 0 1 0 0 1 1 0 0 0 0 3 05 : 1 5 P M 0 0 0 0 1 0 0 1 0 4 3 7 0 0 0 0 8 To t a l V o l u m e 0 4 1 5 8 0 1 9 0 9 11 20 0 0 0 0 34 % A p p . T o t a l 0 80 20 88 . 9 0 11 . 1 0 45 55 0 0 0 PH F .0 0 0 .3 3 3 .2 5 0 .3 1 3 .5 0 0 .0 0 0 .2 5 0 .5 6 3 .0 0 0 .5 6 3 .4 5 8 .6 2 5 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 6 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-158 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 1 Th r u 4 Le f t 0 In Ou t To t a l 10 5 15 Right 1 Thru 0 Left 8 Out TotalIn 11 9 20 Le f t 0 Th r u 9 Ri g h t 11 Ou t To t a l In 12 20 32 Left 0 Thru 0 Right 0 Total OutIn 1 0 1 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-159 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 0 3 1 4 2 0 1 3 0 2 6 8 0 0 0 0 +1 5 m i n s . 0 0 0 0 4 0 0 4 0 3 1 4 0 0 0 0 +3 0 m i n s . 0 1 0 1 1 0 0 1 0 0 1 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 1 0 0 1 0 4 3 7 0 0 0 0 To t a l V o l u m e 0 4 1 5 8 0 1 9 0 9 11 20 0 0 0 0 % A p p . T o t a l 0 80 20 88 . 9 0 11 . 1 0 45 55 0 0 0 PH F .0 0 0 .3 3 3 .2 5 0 .3 1 3 .5 0 0 .0 0 0 .2 5 0 .5 6 3 .0 0 0 .5 6 3 .4 5 8 .6 2 5 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-160 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 03 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 2 03 : 3 0 P M 0 0 0 0 0 0 0 1 1 1 0 0 1 0 1 0 0 0 0 0 1 2 3 03 : 4 5 P M 0 0 1 0 1 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 4 4 To t a l 0 1 1 0 2 0 0 1 1 1 0 1 5 0 6 0 0 0 0 0 1 9 10 04 : 0 0 P M 0 0 0 0 0 2 0 0 0 2 0 0 2 0 2 0 0 0 0 0 0 4 4 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 2 2 04 : 3 0 P M 0 1 0 0 1 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 3 3 04 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 2 0 0 2 3 0 0 0 3 0 0 5 0 5 0 0 0 0 0 0 10 10 05 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 To t a l 0 2 0 0 2 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 3 3 06 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 2 Gr a n d T o t a l 0 6 1 0 7 3 0 1 1 4 0 1 1 2 0 1 3 0 0 0 0 0 1 2 4 2 5 Ap p r c h % 0 8 5 . 7 1 4 . 3 75 0 2 5 0 7 . 7 9 2 . 3 0 0 0 To t a l % 0 2 5 4 . 2 2 9 . 2 12 . 5 0 4 . 2 1 6 . 7 0 4 . 2 5 0 5 4 . 2 0 0 0 0 4 9 6 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 0 1 0 1 1 0 0 1 0 0 1 1 0 0 0 0 3 04 : 4 5 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05 : 0 0 P M 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 4 0 4 1 0 0 1 0 0 1 1 0 0 0 0 6 % A p p . T o t a l 0 10 0 0 10 0 0 0 0 0 10 0 0 0 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-161 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 0 Th r u 4 Le f t 0 In Ou t To t a l 0 4 4 Right 0 Thru 0 Left 1 Out TotalIn 1 1 2 Le f t 0 Th r u 0 Ri g h t 1 Ou t To t a l In 5 1 6 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-162 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 0 1 0 1 1 0 0 1 0 0 1 1 0 0 0 0 +1 5 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 4 0 4 1 0 0 1 0 0 1 1 0 0 0 0 % A p p . T o t a l 0 10 0 0 10 0 0 0 0 0 10 0 0 0 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-163 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 2 0 0 2 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 4 4 03 : 1 5 P M 0 0 0 0 0 2 0 0 0 2 0 2 1 0 3 0 0 0 0 0 0 5 5 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 3 3 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 3 3 To t a l 0 2 0 0 2 3 0 0 0 3 0 6 4 0 10 0 0 0 0 0 0 15 15 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 2 2 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 0 0 0 0 0 0 4 4 To t a l 0 0 0 0 0 0 0 0 0 0 0 2 5 0 7 0 0 0 0 0 0 7 7 05 : 0 0 P M 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 2 05 : 1 5 P M 0 0 0 0 0 0 1 0 0 1 0 1 2 0 3 0 0 0 0 0 0 4 4 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 1 1 0 0 2 0 1 3 0 4 0 0 0 0 0 0 7 7 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 Gr a n d T o t a l 0 3 0 0 3 4 1 0 0 5 0 1 0 1 3 0 2 3 0 0 0 0 0 0 3 1 3 1 Ap p r c h % 0 1 0 0 0 80 2 0 0 0 4 3 . 5 5 6 . 5 0 0 0 To t a l % 0 9 . 7 0 9 . 7 12 . 9 3 . 2 0 1 6 . 1 0 3 2 . 3 4 1 . 9 7 4 . 2 0 0 0 0 0 1 0 0 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 2 2 4 0 0 0 0 4 05 : 0 0 P M 0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 0 2 05 : 1 5 P M 0 0 0 0 0 1 0 1 0 1 2 3 0 0 0 0 4 To t a l V o l u m e 0 1 0 1 1 1 0 2 0 3 5 8 0 0 0 0 11 % A p p . T o t a l 0 10 0 0 50 50 0 0 37 . 5 62 . 5 0 0 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 .0 0 0 .5 0 0 .0 0 0 .3 7 5 .6 2 5 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .6 8 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-164 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 0 Th r u 1 Le f t 0 In Ou t To t a l 3 1 4 Right 0 Thru 1 Left 1 Out TotalIn 5 2 7 Le f t 0 Th r u 3 Ri g h t 5 Ou t To t a l In 2 8 10 Left 0 Thru 0 Right 0 Total OutIn 1 0 1 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-165 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 2 2 4 0 0 0 0 +3 0 m i n s . 0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 1 0 1 0 1 2 3 0 0 0 0 To t a l V o l u m e 0 1 0 1 1 1 0 2 0 3 5 8 0 0 0 0 % A p p . T o t a l 0 10 0 0 50 50 0 0 37 . 5 62 . 5 0 0 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 .0 0 0 .5 0 0 .0 0 0 .3 7 5 .6 2 5 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-166 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 6 8 1 9 5 8 7 10 1 0 3 2 1 0 4 1 9 2 1 3 9 0 2 3 2 0 0 0 0 0 7 4 2 3 4 3 0 03 : 1 5 P M 0 4 8 1 2 6 6 0 97 2 8 4 1 0 7 2 8 8 1 4 4 0 2 3 4 0 0 0 0 0 10 4 0 1 4 1 1 03 : 3 0 P M 0 5 7 5 1 6 2 10 8 0 1 2 3 1 2 0 1 8 9 1 4 4 0 2 3 4 0 0 0 0 0 4 4 1 6 4 2 0 03 : 4 5 P M 0 4 1 1 0 5 5 1 97 0 1 1 5 1 0 8 0 7 4 1 5 3 0 2 2 7 0 0 0 0 0 10 3 8 6 3 9 6 To t a l 0 21 4 46 1 7 26 0 40 3 2 34 1 4 43 9 4 34 3 58 0 0 92 7 0 0 0 0 0 31 16 2 6 16 5 7 04 : 0 0 P M 0 4 1 1 0 1 5 1 95 0 5 4 1 0 0 0 5 7 1 2 8 0 1 8 5 0 0 0 0 0 5 3 3 6 3 4 1 04 : 1 5 P M 0 4 7 2 0 4 9 10 5 0 1 1 6 1 1 6 0 7 9 1 3 9 0 2 1 8 0 0 0 0 0 6 3 8 3 3 8 9 04 : 3 0 P M 0 3 5 1 4 8 4 9 10 8 0 1 1 7 1 1 9 0 7 0 1 5 0 0 2 2 0 0 0 0 0 0 15 3 8 8 4 0 3 04 : 4 5 P M 0 5 3 1 0 4 6 3 11 2 0 1 1 8 1 2 3 0 7 6 1 5 9 0 2 3 5 0 0 0 0 0 12 4 2 1 4 3 3 To t a l 0 17 6 36 1 3 21 2 42 0 0 38 2 5 45 8 0 28 2 57 6 0 85 8 0 0 0 0 0 38 15 2 8 15 6 6 05 : 0 0 P M 0 5 1 1 2 4 6 3 10 5 0 1 0 4 1 1 5 1 6 7 1 8 6 0 2 5 4 0 0 0 0 0 8 4 3 2 4 4 0 05 : 1 5 P M 0 4 7 5 1 5 2 99 0 7 2 1 0 6 0 5 8 1 5 0 0 2 0 8 0 0 0 0 0 3 3 6 6 3 6 9 05 : 3 0 P M 0 4 5 8 3 5 3 10 4 0 6 4 1 1 0 0 6 0 1 1 3 0 1 7 3 0 0 0 0 0 7 3 3 6 3 4 3 05 : 4 5 P M 0 3 4 6 4 4 0 81 0 3 1 8 4 1 3 6 1 2 0 0 1 5 7 0 0 0 0 0 5 2 8 1 2 8 6 To t a l 0 17 7 31 1 2 20 8 38 9 0 26 1 1 41 5 2 22 1 56 9 0 79 2 0 0 0 0 0 23 14 1 5 14 3 8 06 : 0 0 P M 0 2 5 3 2 2 8 77 2 4 2 8 3 0 3 8 1 0 1 0 1 3 9 0 0 0 0 0 4 2 5 0 2 5 4 06 : 1 5 P M 0 2 6 5 2 3 1 48 1 1 1 5 6 0 0 2 5 7 9 0 1 0 4 0 0 0 0 0 7 1 9 5 2 0 2 06 : 3 0 P M 0 3 0 7 2 3 7 72 0 5 3 7 7 1 2 7 7 2 0 1 0 0 0 0 0 0 0 5 2 1 4 2 1 9 06 : 4 5 P M 0 3 5 9 4 4 4 57 1 3 3 6 1 0 2 6 5 1 0 7 7 0 0 0 0 0 7 1 8 2 1 8 9 To t a l 0 11 6 24 1 0 14 0 25 4 4 23 1 3 28 1 1 11 6 30 3 0 42 0 0 0 0 0 0 23 84 1 86 4 Gr a n d T o t a l 0 6 8 3 1 3 7 5 2 8 2 0 14 6 6 6 1 2 1 6 3 1 5 9 3 7 9 6 2 2 0 2 8 0 2 9 9 7 0 0 0 0 0 11 5 5 4 1 0 5 5 2 5 Ap p r c h % 0 8 3 . 3 1 6 . 7 92 0 . 4 7 . 6 0. 2 3 2 . 1 6 7 . 7 0 0 0 To t a l % 0 1 2 . 6 2 . 5 1 5 . 2 27 . 1 0 . 1 2 . 2 2 9 . 4 0. 1 1 7 . 8 3 7 . 5 5 5 . 4 0 0 0 0 2. 1 9 7 . 9 Pa s s e n g e r V e h i c l e s 0 65 6 13 3 84 0 14 4 3 5 11 8 16 2 7 6 90 7 19 7 4 28 8 7 0 0 0 0 0 0 53 5 4 % P a s s e n g e r V e h i c l e s 0 9 6 9 7 . 1 9 8 . 1 9 6 . 3 98 . 4 8 3 . 3 9 7 . 5 9 6 . 8 9 8 . 2 85 . 7 9 4 . 3 9 7 . 3 0 9 6 . 3 0 0 0 0 0 0 0 9 6 . 9 La r g e 2 A x l e V e h i c l e s 0 19 3 22 17 1 2 21 1 46 37 84 0 0 0 0 0 0 12 7 % L a r g e 2 A x l e V e h i c l e s 0 2 . 8 2 . 2 0 2 . 5 1. 2 1 6 . 7 1 . 7 1 . 6 1 . 3 14 . 3 4 . 8 1 . 8 0 2 . 8 0 0 0 0 0 0 0 2 . 3 3 A x l e V e h i c l e s 0 6 0 6 3 0 0 3 0 2 6 8 0 0 0 0 0 0 17 % 3 A x l e V e h i c l e s 0 0 . 9 0 0 0 . 7 0. 2 0 0 0 0 . 2 0 0 . 2 0 . 3 0 0 . 3 0 0 0 0 0 0 0 0 . 3 4+ A x l e T r u c k s 0 2 1 4 3 0 1 5 0 7 11 18 0 0 0 0 0 0 27 % 4 + A x l e T r u c k s 0 0 . 3 0 . 7 1 . 9 0 . 5 0. 2 0 0 . 8 1 . 6 0 . 3 0 0 . 7 0 . 5 0 0 . 6 0 0 0 0 0 0 0 0 . 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-167 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 68 1 9 8 7 10 1 0 3 1 0 4 1 92 13 9 2 3 2 0 0 0 0 42 3 03 : 1 5 P M 0 4 8 1 2 6 0 97 2 8 1 0 7 2 88 1 4 4 23 4 0 0 0 0 40 1 03 : 3 0 P M 0 5 7 5 6 2 10 8 0 12 1 2 0 1 8 9 1 4 4 2 3 4 0 0 0 0 41 6 03 : 4 5 P M 0 4 1 1 0 5 1 97 0 1 1 1 0 8 0 7 4 15 3 22 7 0 0 0 0 38 6 To t a l V o l u m e 0 21 4 46 26 0 40 3 2 34 43 9 4 34 3 58 0 92 7 0 0 0 0 16 2 6 % A p p . T o t a l 0 82 . 3 17 . 7 91 . 8 0. 5 7. 7 0. 4 37 62 . 6 0 0 0 PH F .0 0 0 .7 8 7 .6 0 5 .7 4 7 .9 3 3 .2 5 0 .7 0 8 .9 1 5 .5 0 0 .9 3 2 .9 4 8 .9 9 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 6 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-168 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 46 Th r u 21 4 Le f t 0 In Ou t To t a l 37 7 26 0 63 7 Right 34 Thru 2 Left 403 Out TotalIn 580 439 1019 Le f t 4 Th r u 34 3 Ri g h t 58 0 Ou t To t a l In 61 7 92 7 15 4 4 Left 0 Thru 0 Right 0 Total OutIn 52 0 52 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-169 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 04 : 1 5 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 68 1 9 8 7 10 5 0 11 11 6 1 92 13 9 2 3 2 0 0 0 0 +1 5 m i n s . 0 4 8 1 2 6 0 10 8 0 1 1 1 1 9 2 88 1 4 4 23 4 0 0 0 0 +3 0 m i n s . 0 5 7 5 6 2 11 2 0 1 1 12 3 1 8 9 1 4 4 2 3 4 0 0 0 0 +4 5 m i n s . 0 4 1 1 0 5 1 10 5 0 1 0 1 1 5 0 7 4 15 3 22 7 0 0 0 0 To t a l V o l u m e 0 21 4 46 26 0 43 0 0 43 47 3 4 34 3 58 0 92 7 0 0 0 0 % A p p . T o t a l 0 82 . 3 17 . 7 90 . 9 0 9. 1 0. 4 37 62 . 6 0 0 0 PH F .0 0 0 .7 8 7 .6 0 5 .7 4 7 .9 6 0 .0 0 0 .9 7 7 .9 6 1 .5 0 0 .9 3 2 .9 4 8 .9 9 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-170 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 6 1 1 7 5 7 8 96 0 3 2 9 9 1 8 4 1 3 6 0 2 2 1 0 0 0 0 0 7 3 9 8 4 0 5 03 : 1 5 P M 0 4 7 1 2 6 5 9 95 1 8 4 1 0 4 2 8 2 1 3 7 0 2 2 1 0 0 0 0 0 10 3 8 4 3 9 4 03 : 3 0 P M 0 5 3 5 1 5 8 10 3 0 1 2 3 1 1 5 1 8 2 1 4 2 0 2 2 5 0 0 0 0 0 4 3 9 8 4 0 2 03 : 4 5 P M 0 3 9 1 0 5 4 9 95 0 1 0 5 1 0 5 0 7 0 1 4 9 0 2 1 9 0 0 0 0 0 10 3 7 3 3 8 3 To t a l 0 20 0 44 1 7 24 4 38 9 1 33 1 4 42 3 4 31 8 56 4 0 88 6 0 0 0 0 0 31 15 5 3 15 8 4 04 : 0 0 P M 0 3 8 9 1 4 7 95 0 5 4 1 0 0 0 5 3 1 2 1 0 1 7 4 0 0 0 0 0 5 3 2 1 3 2 6 04 : 1 5 P M 0 4 6 2 0 4 8 10 5 0 1 1 6 1 1 6 0 7 5 1 3 6 0 2 1 1 0 0 0 0 0 6 3 7 5 3 8 1 04 : 3 0 P M 0 3 2 1 4 8 4 6 10 4 0 1 1 7 1 1 5 0 6 7 1 4 2 0 2 0 9 0 0 0 0 0 15 3 7 0 3 8 5 04 : 4 5 P M 0 5 1 1 0 4 6 1 11 0 0 1 1 8 1 2 1 0 7 3 1 5 7 0 2 3 0 0 0 0 0 0 12 4 1 2 4 2 4 To t a l 0 16 7 35 1 3 20 2 41 4 0 38 2 5 45 2 0 26 8 55 6 0 82 4 0 0 0 0 0 38 14 7 8 15 1 6 05 : 0 0 P M 0 5 0 1 2 4 6 2 10 3 0 9 3 1 1 2 0 6 3 1 8 4 0 2 4 7 0 0 0 0 0 7 4 2 1 4 2 8 05 : 1 5 P M 0 4 6 4 0 5 0 98 0 7 2 1 0 5 0 5 6 1 4 7 0 2 0 3 0 0 0 0 0 2 3 5 8 3 6 0 05 : 3 0 P M 0 4 3 8 3 5 1 10 4 0 6 4 1 1 0 0 5 7 1 1 3 0 1 7 0 0 0 0 0 0 7 3 3 1 3 3 8 05 : 4 5 P M 0 3 4 6 4 4 0 81 0 3 1 8 4 1 3 4 1 1 5 0 1 5 0 0 0 0 0 0 5 2 7 4 2 7 9 To t a l 0 17 3 30 1 1 20 3 38 6 0 25 1 0 41 1 1 21 0 55 9 0 77 0 0 0 0 0 0 21 13 8 4 14 0 5 06 : 0 0 P M 0 2 5 3 2 2 8 77 2 4 2 8 3 0 3 7 1 0 1 0 1 3 8 0 0 0 0 0 4 2 4 9 2 5 3 06 : 1 5 P M 0 2 6 5 2 3 1 48 1 1 1 5 6 0 0 2 4 7 7 0 1 0 1 0 0 0 0 0 7 1 9 2 1 9 9 06 : 3 0 P M 0 3 0 7 2 3 7 72 0 4 2 7 6 1 2 5 6 9 0 9 5 0 0 0 0 0 4 2 0 8 2 1 2 06 : 4 5 P M 0 3 5 9 4 4 4 57 1 3 3 6 1 0 2 5 4 8 0 7 3 0 0 0 0 0 7 1 7 8 1 8 5 To t a l 0 11 6 24 1 0 14 0 25 4 4 22 1 2 28 0 1 11 1 29 5 0 40 7 0 0 0 0 0 22 82 7 84 9 Gr a n d T o t a l 0 6 5 6 1 3 3 5 1 7 8 9 14 4 3 5 1 1 8 6 1 1 5 6 6 6 9 0 7 1 9 7 4 0 2 8 8 7 0 0 0 0 0 11 2 5 2 4 2 5 3 5 4 Ap p r c h % 0 8 3 . 1 1 6 . 9 92 . 1 0 . 3 7 . 5 0. 2 3 1 . 4 6 8 . 4 0 0 0 To t a l % 0 1 2 . 5 2 . 5 1 5 . 1 27 . 5 0 . 1 2 . 3 2 9 . 9 0. 1 1 7 . 3 3 7 . 7 5 5 . 1 0 0 0 0 2. 1 9 7 . 9 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 61 1 7 78 96 0 3 9 9 1 84 13 6 2 2 1 0 0 0 0 39 8 03 : 1 5 P M 0 4 7 1 2 5 9 95 1 8 1 0 4 2 82 1 3 7 2 2 1 0 0 0 0 38 4 03 : 3 0 P M 0 5 3 5 5 8 10 3 0 12 1 1 5 1 8 2 1 4 2 22 5 0 0 0 0 39 8 03 : 4 5 P M 0 3 9 1 0 4 9 95 0 1 0 1 0 5 0 7 0 14 9 21 9 0 0 0 0 37 3 To t a l V o l u m e 0 20 0 44 24 4 38 9 1 33 42 3 4 31 8 56 4 88 6 0 0 0 0 15 5 3 % A p p . T o t a l 0 82 18 92 0. 2 7. 8 0. 5 35 . 9 63 . 7 0 0 0 PH F .0 0 0 .8 2 0 .6 4 7 .7 8 2 .9 4 4 .2 5 0 .6 8 8 .9 2 0 .5 0 0 .9 4 6 .9 4 6 .9 8 4 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 7 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-171 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 44 Th r u 20 0 Le f t 0 In Ou t To t a l 35 1 24 4 59 5 Right 33 Thru 1 Left 389 Out TotalIn 564 423 987 Le f t 4 Th r u 31 8 Ri g h t 56 4 Ou t To t a l In 58 9 88 6 14 7 5 Left 0 Thru 0 Right 0 Total OutIn 49 0 49 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-172 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 61 1 7 7 8 96 0 3 9 9 1 84 13 6 2 2 1 0 0 0 0 +1 5 m i n s . 0 4 7 1 2 5 9 95 1 8 1 0 4 2 82 1 3 7 2 2 1 0 0 0 0 +3 0 m i n s . 0 5 3 5 5 8 10 3 0 12 1 1 5 1 8 2 1 4 2 22 5 0 0 0 0 +4 5 m i n s . 0 3 9 1 0 4 9 95 0 1 0 1 0 5 0 7 0 14 9 21 9 0 0 0 0 To t a l V o l u m e 0 20 0 44 24 4 38 9 1 33 42 3 4 31 8 56 4 88 6 0 0 0 0 % A p p . T o t a l 0 82 18 92 0. 2 7. 8 0. 5 35 . 9 63 . 7 0 0 0 PH F .0 0 0 .8 2 0 .6 4 7 .7 8 2 .9 4 4 .2 5 0 .6 8 8 .9 2 0 .5 0 0 .9 4 6 .9 4 6 .9 8 4 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-173 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 6 2 0 8 3 0 0 0 3 0 7 3 0 1 0 0 0 0 0 0 0 2 1 2 1 03 : 1 5 P M 0 1 0 0 1 2 1 0 0 3 0 6 6 0 1 2 0 0 0 0 0 0 1 6 1 6 03 : 3 0 P M 0 4 0 0 4 5 0 0 0 5 0 6 1 0 7 0 0 0 0 0 0 1 6 1 6 03 : 4 5 P M 0 1 0 0 1 2 0 1 0 3 0 3 2 0 5 0 0 0 0 0 0 9 9 To t a l 0 12 2 0 14 12 1 1 0 14 0 22 12 0 34 0 0 0 0 0 0 62 62 04 : 0 0 P M 0 3 1 0 4 0 0 0 0 0 0 3 5 0 8 0 0 0 0 0 0 1 2 1 2 04 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 3 2 0 5 0 0 0 0 0 0 6 6 04 : 3 0 P M 0 1 0 0 1 1 0 0 0 1 0 3 2 0 5 0 0 0 0 0 0 7 7 04 : 4 5 P M 0 1 0 0 1 1 0 0 0 1 0 2 2 0 4 0 0 0 0 0 0 6 6 To t a l 0 6 1 0 7 2 0 0 0 2 0 11 11 0 22 0 0 0 0 0 0 31 31 05 : 0 0 P M 0 1 0 0 1 2 0 0 0 2 1 3 2 0 6 0 0 0 0 0 0 9 9 05 : 1 5 P M 0 0 0 0 0 1 0 0 0 1 0 1 1 0 2 0 0 0 0 0 0 3 3 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 3 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 4 0 6 0 0 0 0 0 0 6 6 To t a l 0 1 0 0 1 3 0 0 0 3 1 9 7 0 17 0 0 0 0 0 0 21 21 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 3 3 06 : 3 0 P M 0 0 0 0 0 0 0 1 1 1 0 1 2 0 3 0 0 0 0 0 1 4 5 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 3 0 4 0 0 0 0 0 0 4 4 To t a l 0 0 0 0 0 0 0 1 1 1 0 4 7 0 11 0 0 0 0 0 1 12 13 Gr a n d T o t a l 0 1 9 3 0 2 2 17 1 2 1 2 0 1 4 6 3 7 0 8 4 0 0 0 0 0 1 1 2 6 1 2 7 Ap p r c h % 0 8 6 . 4 1 3 . 6 85 5 1 0 1. 2 5 4 . 8 4 4 0 0 0 To t a l % 0 1 5 . 1 2 . 4 1 7 . 5 13 . 5 0 . 8 1 . 6 1 5 . 9 0. 8 3 6 . 5 2 9 . 4 6 6 . 7 0 0 0 0 0. 8 9 9 . 2 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 6 2 8 3 0 0 3 0 7 3 1 0 0 0 0 0 21 03 : 1 5 P M 0 1 0 1 2 1 0 3 0 6 6 12 0 0 0 0 16 03 : 3 0 P M 0 4 0 4 5 0 0 5 0 6 1 7 0 0 0 0 16 03 : 4 5 P M 0 1 0 1 2 0 1 3 0 3 2 5 0 0 0 0 9 To t a l V o l u m e 0 12 2 14 12 1 1 14 0 22 12 34 0 0 0 0 62 % A p p . T o t a l 0 85 . 7 14 . 3 85 . 7 7. 1 7. 1 0 64 . 7 35 . 3 0 0 0 PH F .0 0 0 .5 0 0 .2 5 0 .4 3 8 .6 0 0 .2 5 0 .2 5 0 .7 0 0 .0 0 0 .7 8 6 .5 0 0 .7 0 8 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 3 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-174 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 2 Th r u 12 Le f t 0 In Ou t To t a l 23 14 37 Right 1 Thru 1 Left 12 Out TotalIn 12 14 26 Le f t 0 Th r u 22 Ri g h t 12 Ou t To t a l In 24 34 58 Left 0 Thru 0 Right 0 Total OutIn 3 0 3 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-175 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 6 2 8 3 0 0 3 0 7 3 1 0 0 0 0 0 +1 5 m i n s . 0 1 0 1 2 1 0 3 0 6 6 1 2 0 0 0 0 +3 0 m i n s . 0 4 0 4 5 0 0 5 0 6 1 7 0 0 0 0 +4 5 m i n s . 0 1 0 1 2 0 1 3 0 3 2 5 0 0 0 0 To t a l V o l u m e 0 12 2 14 12 1 1 14 0 22 12 34 0 0 0 0 % A p p . T o t a l 0 85 . 7 14 . 3 85 . 7 7. 1 7. 1 0 64 . 7 35 . 3 0 0 0 PH F .0 0 0 .5 0 0 .2 5 0 .4 3 8 .6 0 0 .2 5 0 .2 5 0 .7 0 0 .0 0 0 .7 8 6 .5 0 0 .7 0 8 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-176 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 2 0 0 2 1 0 0 0 1 0 0 4 0 4 0 0 0 0 0 0 7 7 04 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 3 0 0 3 1 0 0 0 1 0 0 5 0 5 0 0 0 0 0 0 9 9 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 To t a l 0 3 0 0 3 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 5 5 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 Gr a n d T o t a l 0 6 0 0 6 3 0 0 0 3 0 2 6 0 8 0 0 0 0 0 0 1 7 1 7 Ap p r c h % 0 1 0 0 0 10 0 0 0 0 2 5 7 5 0 0 0 To t a l % 0 3 5 . 3 0 3 5 . 3 17 . 6 0 0 1 7 . 6 0 1 1 . 8 3 5 . 3 4 7 . 1 0 0 0 0 0 1 0 0 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 % A p p . T o t a l 0 0 0 10 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-177 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 2 Out TotalIn 0 2 2 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 2 0 2 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-178 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 10 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-179 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 03 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 4 4 To t a l 0 2 0 0 2 0 0 0 0 0 0 3 4 0 7 0 0 0 0 0 0 9 9 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 04 : 3 0 P M 0 0 0 0 0 2 0 0 0 2 0 0 2 0 2 0 0 0 0 0 0 4 4 04 : 4 5 P M 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 2 2 To t a l 0 0 0 0 0 3 0 0 0 3 0 3 4 0 7 0 0 0 0 0 0 10 10 05 : 0 0 P M 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2 05 : 1 5 P M 0 0 1 1 1 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 1 4 5 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 1 1 1 0 0 1 1 1 0 1 2 0 3 0 0 0 0 0 2 5 7 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 Gr a n d T o t a l 0 2 1 1 3 3 0 1 1 4 0 7 1 1 0 1 8 0 0 0 0 0 2 2 5 2 7 Ap p r c h % 0 6 6 . 7 3 3 . 3 75 0 2 5 0 3 8 . 9 6 1 . 1 0 0 0 To t a l % 0 8 4 1 2 12 0 4 1 6 0 2 8 4 4 7 2 0 0 0 0 7. 4 9 2 . 6 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 2 03 : 4 5 P M 0 1 0 1 0 0 0 0 0 1 2 3 0 0 0 0 4 To t a l V o l u m e 0 2 0 2 0 0 0 0 0 3 4 7 0 0 0 0 9 % A p p . T o t a l 0 10 0 0 0 0 0 0 42 . 9 57 . 1 0 0 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 5 0 .5 0 0 .5 8 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 6 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-180 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 0 Th r u 2 Le f t 0 In Ou t To t a l 3 2 5 Right 0 Thru 0 Left 0 Out TotalIn 4 0 4 Le f t 0 Th r u 3 Ri g h t 4 Ou t To t a l In 2 7 9 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-181 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 +4 5 m i n s . 0 1 0 1 0 0 0 0 0 1 2 3 0 0 0 0 To t a l V o l u m e 0 2 0 2 0 0 0 0 0 3 4 7 0 0 0 0 % A p p . T o t a l 0 10 0 0 0 0 0 0 42 . 9 57 . 1 0 0 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 5 0 .5 0 0 .5 8 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-182 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 3 1 5 2 3 6 63 1 5 4 6 9 0 2 3 8 5 0 1 0 8 0 0 0 0 0 6 2 1 3 2 1 9 10 : 1 5 A M 0 2 6 1 0 2 7 56 0 3 2 5 9 0 2 8 1 0 1 0 1 2 9 0 0 0 0 0 2 2 1 5 2 1 7 10 : 3 0 A M 0 2 5 3 2 2 8 62 0 3 2 6 5 0 3 3 8 8 0 1 2 1 0 0 0 0 0 4 2 1 4 2 1 8 10 : 4 5 A M 0 2 4 6 2 3 0 90 0 5 0 9 5 0 2 4 9 0 0 1 1 4 0 0 0 0 0 2 2 3 9 2 4 1 To t a l 0 10 6 15 6 12 1 27 1 1 16 8 28 8 0 10 8 36 4 0 47 2 0 0 0 0 0 14 88 1 89 5 11 : 0 0 A M 0 3 1 3 1 3 4 69 1 3 1 7 3 0 3 0 7 2 0 1 0 2 0 0 0 0 0 2 2 0 9 2 1 1 11 : 1 5 A M 0 2 5 5 3 3 0 73 2 4 2 7 9 0 3 3 9 3 0 1 2 6 0 0 0 0 0 5 2 3 5 2 4 0 11 : 3 0 A M 0 3 2 4 2 3 6 83 0 7 5 9 0 0 3 2 7 0 0 1 0 2 0 0 0 0 0 7 2 2 8 2 3 5 11 : 4 5 A M 0 2 7 3 2 3 0 77 1 9 8 8 7 0 3 2 8 0 0 1 1 2 0 0 0 0 0 10 2 2 9 2 3 9 To t a l 0 11 5 15 8 13 0 30 2 4 23 1 6 32 9 0 12 7 31 5 0 44 2 0 0 0 0 0 24 90 1 92 5 12 : 0 0 P M 0 2 7 4 1 3 1 74 0 3 0 7 7 0 3 3 8 5 0 1 1 8 0 0 0 0 0 1 2 2 6 2 2 7 12 : 1 5 P M 0 2 3 6 2 2 9 70 0 3 2 7 3 0 2 7 9 0 0 1 1 7 0 0 0 0 0 4 2 1 9 2 2 3 12 : 3 0 P M 0 2 7 2 1 2 9 74 2 7 4 8 3 0 3 4 9 1 0 1 2 5 0 0 0 0 0 5 2 3 7 2 4 2 12 : 4 5 P M 0 2 1 4 2 2 5 81 0 1 0 8 2 2 2 8 8 1 0 1 1 1 0 0 0 0 0 2 2 1 8 2 2 0 To t a l 0 98 16 6 11 4 29 9 2 14 6 31 5 2 12 2 34 7 0 47 1 0 0 0 0 0 12 90 0 91 2 01 : 0 0 P M 0 2 2 3 2 2 5 68 0 5 3 7 3 0 3 0 9 5 0 1 2 5 0 0 0 0 0 5 2 2 3 2 2 8 01 : 1 5 P M 0 3 8 5 1 4 3 64 0 3 3 6 7 0 2 8 7 3 0 1 0 1 0 0 0 0 0 4 2 1 1 2 1 5 01 : 3 0 P M 0 1 7 3 1 2 0 95 1 4 1 1 0 0 0 3 4 8 9 0 1 2 3 0 0 0 0 0 2 2 4 3 2 4 5 01 : 4 5 P M 0 2 1 4 1 2 5 77 2 5 1 8 4 0 3 9 6 0 0 9 9 0 0 0 0 0 2 2 0 8 2 1 0 To t a l 0 98 15 5 11 3 30 4 3 17 8 32 4 0 13 1 31 7 0 44 8 0 0 0 0 0 13 88 5 89 8 Gr a n d T o t a l 0 4 1 7 6 1 2 5 4 7 8 11 7 6 1 0 7 0 3 8 1 2 5 6 2 4 8 8 1 3 4 3 0 1 8 3 3 0 0 0 0 0 63 3 5 6 7 3 6 3 0 Ap p r c h % 0 8 7 . 2 1 2 . 8 93 . 6 0 . 8 5 . 6 0. 1 2 6 . 6 7 3 . 3 0 0 0 To t a l % 0 1 1 . 7 1 . 7 1 3 . 4 33 0 . 3 2 3 5 . 2 0. 1 1 3 . 7 3 7 . 7 5 1 . 4 0 0 0 0 1. 7 9 8 . 3 Pa s s e n g e r V e h i c l e s 0 40 7 56 48 7 11 6 8 9 68 12 8 2 2 46 3 13 0 1 17 6 6 0 0 0 0 0 0 35 3 5 % P a s s e n g e r V e h i c l e s 0 9 7 . 6 9 1 . 8 9 6 9 6 . 8 99 . 3 9 0 9 7 . 1 9 7 . 4 9 9 . 1 10 0 9 4 . 9 9 6 . 9 0 9 6 . 3 0 0 0 0 0 0 0 9 7 . 4 La r g e 2 A x l e V e h i c l e s 0 7 5 13 7 1 2 11 0 20 27 47 0 0 0 0 0 0 71 % L a r g e 2 A x l e V e h i c l e s 0 1 . 7 8 . 2 4 2 . 6 0. 6 1 0 2 . 9 2 . 6 0 . 9 0 4 . 1 2 0 2 . 6 0 0 0 0 0 0 0 2 3 A x l e V e h i c l e s 0 2 0 2 0 0 0 0 0 4 7 11 0 0 0 0 0 0 13 % 3 A x l e V e h i c l e s 0 0 . 5 0 0 0 . 4 0 0 0 0 0 0 0 . 8 0 . 5 0 0 . 6 0 0 0 0 0 0 0 0 . 4 4+ A x l e T r u c k s 0 1 0 1 1 0 0 1 0 1 8 9 0 0 0 0 0 0 11 % 4 + A x l e T r u c k s 0 0 . 2 0 0 0 . 2 0. 1 0 0 0 0 . 1 0 0 . 2 0 . 6 0 0 . 5 0 0 0 0 0 0 0 0 . 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-183 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 1 5 A M 11 : 1 5 A M 0 2 5 5 30 73 2 4 7 9 0 33 9 3 1 2 6 0 0 0 0 23 5 11 : 3 0 A M 0 32 4 36 83 0 7 90 0 3 2 7 0 1 0 2 0 0 0 0 22 8 11 : 4 5 A M 0 2 7 3 3 0 77 1 9 87 0 3 2 8 0 1 1 2 0 0 0 0 22 9 12 : 0 0 P M 0 2 7 4 3 1 74 0 3 7 7 0 3 3 8 5 1 1 8 0 0 0 0 22 6 To t a l V o l u m e 0 11 1 16 12 7 30 7 3 23 33 3 0 13 0 32 8 45 8 0 0 0 0 91 8 % A p p . T o t a l 0 87 . 4 12 . 6 92 . 2 0. 9 6. 9 0 28 . 4 71 . 6 0 0 0 PH F .0 0 0 .8 6 7 .8 0 0 .8 8 2 .9 2 5 .3 7 5 .6 3 9 .9 2 5 .0 0 0 .9 8 5 .8 8 2 .9 0 9 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 7 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-184 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 16 Th r u 11 1 Le f t 0 In Ou t To t a l 15 3 12 7 28 0 Right 23 Thru 3 Left 307 Out TotalIn 328 333 661 Le f t 0 Th r u 13 0 Ri g h t 32 8 Ou t To t a l In 41 8 45 8 87 6 Left 0 Thru 0 Right 0 Total OutIn 19 0 19 Pe a k H o u r B e g i n s a t 1 1 : 1 5 A M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-185 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 10 : 4 5 A M 10 : 4 5 A M 12 : 1 5 P M 10 : 0 0 A M +0 m i n s . 0 2 4 6 30 90 0 5 95 0 2 7 9 0 1 1 7 0 0 0 0 +1 5 m i n s . 0 3 1 3 3 4 69 1 3 7 3 0 34 91 12 5 0 0 0 0 +3 0 m i n s . 0 2 5 5 3 0 73 2 4 7 9 2 28 8 1 1 1 1 0 0 0 0 +4 5 m i n s . 0 32 4 36 83 0 7 90 0 3 0 95 12 5 0 0 0 0 To t a l V o l u m e 0 11 2 18 13 0 31 5 3 19 33 7 2 11 9 35 7 47 8 0 0 0 0 % A p p . T o t a l 0 86 . 2 13 . 8 93 . 5 0. 9 5. 6 0. 4 24 . 9 74 . 7 0 0 0 PH F .0 0 0 .8 7 5 .7 5 0 .9 0 3 .8 7 5 .3 7 5 .6 7 9 .8 8 7 .2 5 0 .8 7 5 .9 3 9 .9 5 6 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-186 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 3 1 5 2 3 6 63 1 5 4 6 9 0 2 1 7 8 0 9 9 0 0 0 0 0 6 2 0 4 2 1 0 10 : 1 5 A M 0 2 6 0 0 2 6 56 0 3 2 5 9 0 2 8 9 6 0 1 2 4 0 0 0 0 0 2 2 0 9 2 1 1 10 : 3 0 A M 0 2 5 3 2 2 8 61 0 3 2 6 4 0 3 3 8 7 0 1 2 0 0 0 0 0 0 4 2 1 2 2 1 6 10 : 4 5 A M 0 2 3 3 2 2 6 89 0 5 0 9 4 0 2 4 8 7 0 1 1 1 0 0 0 0 0 2 2 3 1 2 3 3 To t a l 0 10 5 11 6 11 6 26 9 1 16 8 28 6 0 10 6 34 8 0 45 4 0 0 0 0 0 14 85 6 87 0 11 : 0 0 A M 0 3 0 3 1 3 3 69 1 3 1 7 3 0 3 0 7 1 0 1 0 1 0 0 0 0 0 2 2 0 7 2 0 9 11 : 1 5 A M 0 2 4 5 3 2 9 73 2 4 2 7 9 0 3 1 9 3 0 1 2 4 0 0 0 0 0 5 2 3 2 2 3 7 11 : 3 0 A M 0 3 0 4 2 3 4 82 0 7 5 8 9 0 2 9 6 9 0 9 8 0 0 0 0 0 7 2 2 1 2 2 8 11 : 4 5 A M 0 2 7 3 2 3 0 77 1 9 8 8 7 0 2 8 7 8 0 1 0 6 0 0 0 0 0 10 2 2 3 2 3 3 To t a l 0 11 1 15 8 12 6 30 1 4 23 1 6 32 8 0 11 8 31 1 0 42 9 0 0 0 0 0 24 88 3 90 7 12 : 0 0 P M 0 2 6 4 1 3 0 73 0 3 0 7 6 0 3 2 8 1 0 1 1 3 0 0 0 0 0 1 2 1 9 2 2 0 12 : 1 5 P M 0 2 3 6 2 2 9 69 0 3 2 7 2 0 2 7 8 8 0 1 1 5 0 0 0 0 0 4 2 1 6 2 2 0 12 : 3 0 P M 0 2 6 2 1 2 8 72 1 6 3 7 9 0 3 3 8 8 0 1 2 1 0 0 0 0 0 4 2 2 8 2 3 2 12 : 4 5 P M 0 2 1 4 2 2 5 81 0 1 0 8 2 2 2 6 7 8 0 1 0 6 0 0 0 0 0 2 2 1 3 2 1 5 To t a l 0 96 16 6 11 2 29 5 1 13 5 30 9 2 11 8 33 5 0 45 5 0 0 0 0 0 11 87 6 88 7 01 : 0 0 P M 0 2 0 2 1 2 2 68 0 5 3 7 3 0 2 8 9 1 0 1 1 9 0 0 0 0 0 4 2 1 4 2 1 8 01 : 1 5 P M 0 3 7 5 1 4 2 64 0 3 3 6 7 0 2 6 7 1 0 9 7 0 0 0 0 0 4 2 0 6 2 1 0 01 : 3 0 P M 0 1 7 3 1 2 0 94 1 3 1 9 8 0 3 2 8 7 0 1 1 9 0 0 0 0 0 2 2 3 7 2 3 9 01 : 4 5 P M 0 2 1 4 1 2 5 77 2 5 1 8 4 0 3 5 5 8 0 9 3 0 0 0 0 0 2 2 0 2 2 0 4 To t a l 0 95 14 4 10 9 30 3 3 16 8 32 2 0 12 1 30 7 0 42 8 0 0 0 0 0 12 85 9 87 1 Gr a n d T o t a l 0 4 0 7 5 6 2 4 4 6 3 11 6 8 9 6 8 3 7 1 2 4 5 2 4 6 3 1 3 0 1 0 1 7 6 6 0 0 0 0 0 61 3 4 7 4 3 5 3 5 Ap p r c h % 0 8 7 . 9 1 2 . 1 93 . 8 0 . 7 5 . 5 0. 1 2 6 . 2 7 3 . 7 0 0 0 To t a l % 0 1 1 . 7 1 . 6 1 3 . 3 33 . 6 0 . 3 2 3 5 . 8 0. 1 1 3 . 3 3 7 . 4 5 0 . 8 0 0 0 0 1. 7 9 8 . 3 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 1 5 A M t o 1 2 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 1 5 A M 11 : 1 5 A M 0 2 4 5 29 73 2 4 7 9 0 3 1 93 1 2 4 0 0 0 0 23 2 11 : 3 0 A M 0 30 4 34 82 0 7 89 0 2 9 6 9 9 8 0 0 0 0 22 1 11 : 4 5 A M 0 2 7 3 3 0 77 1 9 87 0 2 8 7 8 1 0 6 0 0 0 0 22 3 12 : 0 0 P M 0 2 6 4 3 0 73 0 3 7 6 0 32 81 1 1 3 0 0 0 0 21 9 To t a l V o l u m e 0 10 7 16 12 3 30 5 3 23 33 1 0 12 0 32 1 44 1 0 0 0 0 89 5 % A p p . T o t a l 0 87 13 92 . 1 0. 9 6. 9 0 27 . 2 72 . 8 0 0 0 PH F .0 0 0 .8 9 2 .8 0 0 .9 0 4 .9 3 0 .3 7 5 .6 3 9 .9 3 0 .0 0 0 .9 3 8 .8 6 3 .8 8 9 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 6 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-187 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 16 Th r u 10 7 Le f t 0 In Ou t To t a l 14 3 12 3 26 6 Right 23 Thru 3 Left 305 Out TotalIn 321 331 652 Le f t 0 Th r u 12 0 Ri g h t 32 1 Ou t To t a l In 41 2 44 1 85 3 Left 0 Thru 0 Right 0 Total OutIn 19 0 19 Pe a k H o u r B e g i n s a t 1 1 : 1 5 A M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-188 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 1 5 A M t o 1 2 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 1 5 A M 11 : 1 5 A M 11 : 1 5 A M 11 : 1 5 A M +0 m i n s . 0 2 4 5 29 73 2 4 7 9 0 3 1 93 1 2 4 0 0 0 0 +1 5 m i n s . 0 30 4 34 82 0 7 89 0 2 9 6 9 9 8 0 0 0 0 +3 0 m i n s . 0 2 7 3 3 0 77 1 9 87 0 2 8 7 8 1 0 6 0 0 0 0 +4 5 m i n s . 0 2 6 4 3 0 73 0 3 7 6 0 32 81 1 1 3 0 0 0 0 To t a l V o l u m e 0 10 7 16 12 3 30 5 3 23 33 1 0 12 0 32 1 44 1 0 0 0 0 % A p p . T o t a l 0 87 13 92 . 1 0. 9 6. 9 0 27 . 2 72 . 8 0 0 0 PH F .0 0 0 .8 9 2 .8 0 0 .9 0 4 .9 3 0 .3 7 5 .6 3 9 .9 3 0 .0 0 0 .9 3 8 .8 6 3 .8 8 9 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-189 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 0 5 5 10 : 1 5 A M 0 0 1 0 1 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 3 3 10 : 3 0 A M 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 2 2 10 : 4 5 A M 0 1 3 0 4 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 6 6 To t a l 0 1 4 0 5 1 0 0 0 1 0 0 10 0 10 0 0 0 0 0 0 16 16 11 : 0 0 A M 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 2 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 11 : 3 0 A M 0 1 0 0 1 1 0 0 0 1 0 3 1 0 4 0 0 0 0 0 0 6 6 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 3 2 0 5 0 0 0 0 0 0 5 5 To t a l 0 2 0 0 2 1 0 0 0 1 0 7 4 0 11 0 0 0 0 0 0 14 14 12 : 0 0 P M 0 1 0 0 1 1 0 0 0 1 0 1 3 0 4 0 0 0 0 0 0 6 6 12 : 1 5 P M 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 2 2 12 : 3 0 P M 0 1 0 0 1 2 1 1 1 4 0 1 1 0 2 0 0 0 0 0 1 7 8 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 0 0 0 0 0 0 4 4 To t a l 0 2 0 0 2 4 1 1 1 6 0 4 7 0 11 0 0 0 0 0 1 19 20 01 : 0 0 P M 0 2 1 1 3 0 0 0 0 0 0 2 3 0 5 0 0 0 0 0 1 8 9 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 3 3 01 : 3 0 P M 0 0 0 0 0 1 0 1 0 2 0 2 1 0 3 0 0 0 0 0 0 5 5 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 4 4 To t a l 0 2 1 1 3 1 0 1 0 2 0 9 6 0 15 0 0 0 0 0 1 20 21 Gr a n d T o t a l 0 7 5 1 1 2 7 1 2 1 1 0 0 2 0 2 7 0 4 7 0 0 0 0 0 2 6 9 7 1 Ap p r c h % 0 5 8 . 3 4 1 . 7 70 1 0 2 0 0 4 2 . 6 5 7 . 4 0 0 0 To t a l % 0 1 0 . 1 7 . 2 1 7 . 4 10 . 1 1 . 4 2 . 9 1 4 . 5 0 2 9 3 9 . 1 6 8 . 1 0 0 0 0 2. 8 9 7 . 2 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 1 5 A M t o 1 2 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 1 5 A M 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 11 : 3 0 A M 0 1 0 1 1 0 0 1 0 3 1 4 0 0 0 0 6 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 3 2 5 0 0 0 0 5 12 : 0 0 P M 0 1 0 1 1 0 0 1 0 1 3 4 0 0 0 0 6 To t a l V o l u m e 0 2 0 2 2 0 0 2 0 8 6 14 0 0 0 0 18 % A p p . T o t a l 0 10 0 0 10 0 0 0 0 57 . 1 42 . 9 0 0 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .5 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .6 6 7 .5 0 0 .7 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-190 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 0 Th r u 2 Le f t 0 In Ou t To t a l 8 2 10 Right 0 Thru 0 Left 2 Out TotalIn 6 2 8 Le f t 0 Th r u 8 Ri g h t 6 Ou t To t a l In 4 14 18 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 1 : 1 5 A M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-191 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 1 5 A M t o 1 2 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 1 5 A M 11 : 1 5 A M 11 : 1 5 A M 11 : 1 5 A M +0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +1 5 m i n s . 0 1 0 1 1 0 0 1 0 3 1 4 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 3 2 5 0 0 0 0 +4 5 m i n s . 0 1 0 1 1 0 0 1 0 1 3 4 0 0 0 0 To t a l V o l u m e 0 2 0 2 2 0 0 2 0 8 6 14 0 0 0 0 % A p p . T o t a l 0 10 0 0 10 0 0 0 0 57 . 1 42 . 9 0 0 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .5 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .6 6 7 .5 0 0 .7 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-192 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 3 3 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 0 0 0 0 0 0 4 4 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 1 5 A M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 2 2 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 01 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 2 2 To t a l 0 1 0 0 1 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 4 4 Gr a n d T o t a l 0 2 0 0 2 0 0 0 0 0 0 4 7 0 1 1 0 0 0 0 0 0 1 3 1 3 Ap p r c h % 0 1 0 0 0 0 0 0 0 3 6 . 4 6 3 . 6 0 0 0 To t a l % 0 1 5 . 4 0 1 5 . 4 0 0 0 0 0 3 0 . 8 5 3 . 8 8 4 . 6 0 0 0 0 0 1 0 0 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 1 5 A M t o 1 2 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 1 5 A M 11 : 1 5 A M 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .3 7 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-193 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 0 Th r u 1 Le f t 0 In Ou t To t a l 2 1 3 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 2 Ri g h t 0 Ou t To t a l In 1 2 3 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 1 : 1 5 A M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-194 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 1 5 A M t o 1 2 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 1 5 A M 11 : 1 5 A M 11 : 1 5 A M 11 : 1 5 A M +0 m i n s . 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-195 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 2 2 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 4 5 A M 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 2 2 To t a l 0 0 0 0 0 1 0 0 0 1 0 0 4 0 4 0 0 0 0 0 0 5 5 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 3 0 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 3 3 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 Gr a n d T o t a l 0 1 0 0 1 1 0 0 0 1 0 1 8 0 9 0 0 0 0 0 0 1 1 1 1 Ap p r c h % 0 1 0 0 0 10 0 0 0 0 1 1 . 1 8 8 . 9 0 0 0 To t a l % 0 9 . 1 0 9 . 1 9. 1 0 0 9 . 1 0 9 . 1 7 2 . 7 8 1 . 8 0 0 0 0 0 1 0 0 Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 1 5 A M t o 1 2 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 1 5 A M 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 3 0 A M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 To t a l V o l u m e 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2 % A p p . T o t a l 0 10 0 0 0 0 0 0 0 10 0 0 0 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-196 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Westbound On Ramp I-10 Westbound Ramps C o o k S t r e e t Ri g h t 0 Th r u 1 Le f t 0 In Ou t To t a l 0 1 1 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 0 Ri g h t 1 Ou t To t a l In 1 1 2 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 1 : 1 5 A M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-197 Fi l e N a m e : 0 4 _ P L D _ C o o k _ 1 0 W S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 W e s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 W e s t b o u n d R a m p s We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 W e s t b o u n d O n R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 1 5 A M t o 1 2 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 1 5 A M 11 : 1 5 A M 11 : 1 5 A M 11 : 1 5 A M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 To t a l V o l u m e 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 % A p p . T o t a l 0 10 0 0 0 0 0 0 0 10 0 0 0 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-198 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Cook Street I‐10 Westbound Ramps Cook Street I‐10 Westbound Ramps Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Cook Street I‐10 Westbound Ramps Cook Street I‐10 Westbound Ramps Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Cook Street I‐10 Westbound Ramps Cook Street I‐10 Westbound Ramps Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Palm Desert Cook Street I‐10 Westbound Ramps PEDESTRIANS 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-199 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 3 4:00 PM 4:15 PM 4:30 PM 4:45 PM I‐10 Westbound Ramps Cook Street Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound 6:30 PM 6:45 PM Cook Street I‐10 Westbound Ramps Cook Street 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM I‐10 Westbound Ramps TOTAL VOLUMES: Cook Street I‐10 Westbound Ramps Cook Street I‐10 Westbound Ramps Southbound Westbound Northbound Eastbound 5:00 PM Southbound Westbound Northbound Eastbound Cook Street I‐10 Westbound Ramps Cook Street I‐10 Westbound Ramps 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-200 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 13 1 4 1 0 0 1 5 4 0 0 0 0 0 0 2 2 4 1 6 4 8 3 8 8 24 1 1 2 4 6 9 1 4 9 77 6 9 1 7 6 8 03 : 1 5 P M 6 1 5 5 0 0 1 6 1 0 0 0 0 0 0 2 0 7 1 6 1 1 5 3 6 8 13 0 1 2 9 8 0 1 4 2 95 6 7 1 7 6 6 03 : 3 0 P M 14 1 5 4 0 0 1 6 8 0 0 0 0 0 0 2 1 6 1 5 6 9 3 7 2 13 0 1 2 3 7 1 1 3 6 80 6 7 6 7 5 6 03 : 4 5 P M 13 1 6 1 0 0 1 7 4 0 0 0 0 0 0 2 4 0 1 6 8 1 3 4 0 8 12 0 1 4 6 9 2 1 5 8 10 5 7 4 0 8 4 5 To t a l 46 61 1 0 0 65 7 0 0 0 0 0 0 88 7 64 9 4 5 15 3 6 62 1 52 2 3 1 2 58 5 35 7 27 7 8 31 3 5 04 : 0 0 P M 5 1 5 6 0 0 1 6 1 0 0 0 0 0 0 2 2 8 1 3 7 6 3 6 5 8 0 1 0 4 6 2 1 1 2 68 6 3 8 7 0 6 04 : 1 5 P M 12 1 2 9 0 0 1 4 1 0 0 0 0 0 0 2 2 5 1 6 5 1 3 3 9 0 13 0 1 2 6 7 7 1 3 9 90 6 7 0 7 6 0 04 : 3 0 P M 18 1 4 9 0 0 1 6 7 0 0 0 0 0 0 2 1 5 1 4 7 9 3 6 2 21 1 1 2 1 7 5 1 4 3 84 6 7 2 7 5 6 04 : 4 5 P M 13 1 5 0 0 0 1 6 3 0 0 0 0 0 0 2 5 2 1 7 2 1 2 4 2 4 8 0 1 1 4 6 1 1 2 2 73 7 0 9 7 8 2 To t a l 48 58 4 0 0 63 2 0 0 0 0 0 0 92 0 62 1 4 0 15 4 1 50 1 46 5 2 7 5 51 6 31 5 26 8 9 30 0 4 05 : 0 0 P M 13 1 5 7 0 0 1 7 0 0 0 0 0 0 0 2 3 7 2 1 2 1 5 4 4 9 14 1 1 2 7 6 8 1 4 2 83 7 6 1 8 4 4 05 : 1 5 P M 21 1 5 5 0 0 1 7 6 0 0 0 0 0 0 2 5 7 1 9 1 1 2 4 4 8 15 0 1 1 5 7 5 1 3 0 87 7 5 4 8 4 1 05 : 3 0 P M 8 1 6 6 0 0 1 7 4 0 0 0 0 0 0 2 0 1 1 6 3 1 1 3 6 4 16 0 1 0 1 4 8 1 1 7 59 6 5 5 7 1 4 05 : 4 5 P M 8 1 4 1 0 0 1 4 9 0 0 0 0 0 0 1 4 8 1 6 5 5 3 1 3 10 0 9 5 5 9 1 0 5 64 5 6 7 6 3 1 To t a l 50 61 9 0 0 66 9 0 0 0 0 0 0 84 3 73 1 4 3 15 7 4 55 1 43 8 2 5 0 49 4 29 3 27 3 7 30 3 0 06 : 0 0 P M 12 7 7 0 0 8 9 0 0 0 0 0 0 1 3 6 9 4 4 2 3 0 8 0 7 0 4 7 7 8 51 3 9 7 4 4 8 06 : 1 5 P M 4 8 5 0 0 8 9 0 0 0 0 0 0 8 5 7 7 4 1 6 2 10 0 6 5 3 9 7 5 43 3 2 6 3 6 9 06 : 3 0 P M 8 7 8 0 0 8 6 0 0 0 0 0 0 9 3 8 1 1 1 7 4 6 0 6 3 5 1 6 9 52 3 2 9 3 8 1 06 : 4 5 P M 15 6 1 0 0 7 6 0 0 0 0 0 0 6 9 7 1 3 1 4 0 6 0 5 8 2 8 6 4 31 2 8 0 3 1 1 To t a l 39 30 1 0 0 34 0 0 0 0 0 0 0 38 3 32 3 1 2 70 6 30 0 25 6 1 6 5 28 6 17 7 13 3 2 15 0 9 Gr a n d T o t a l 18 3 2 1 1 5 0 0 2 2 9 8 0 0 0 0 0 0 3 0 3 3 2 3 2 4 1 4 0 5 3 5 7 19 7 3 1 6 8 1 10 0 2 18 8 1 11 4 2 9 5 3 6 1 0 6 7 8 Ap p r c h % 8 9 2 0 0 0 0 0 5 6 . 6 4 3 . 4 10 . 5 0 . 2 8 9 . 4 To t a l % 1. 9 2 2 . 2 0 2 4 . 1 0 0 0 0 0 3 1 . 8 2 4 . 4 5 6 . 2 2. 1 0 1 7 . 6 1 9 . 7 10 . 7 8 9 . 3 Pa s s e n g e r V e h i c l e s 18 2 20 6 6 0 22 4 8 0 0 0 0 0 29 1 8 22 7 9 53 3 5 18 8 3 15 9 7 27 3 8 0 0 10 3 2 1 % P a s s e n g e r V e h i c l e s 99 . 5 9 7 . 7 0 0 9 7 . 8 0 0 0 0 0 0 9 6 . 2 9 8 . 1 9 8 . 6 9 7 . 1 95 . 4 1 0 0 9 5 9 4 . 8 9 5 0 0 9 6 . 7 La r g e 2 A x l e V e h i c l e s 1 36 0 37 0 0 0 0 0 97 39 13 8 8 0 46 82 0 0 25 7 % L a r g e 2 A x l e V e h i c l e s 0. 5 1 . 7 0 0 1 . 6 0 0 0 0 0 0 3 . 2 1 . 7 1 . 4 2 . 5 4. 1 0 2 . 7 2 . 8 2 . 8 0 0 2 . 4 3 A x l e V e h i c l e s 0 9 0 9 0 0 0 0 0 12 5 17 1 0 33 55 0 0 81 % 3 A x l e V e h i c l e s 0 0 . 4 0 0 0 . 4 0 0 0 0 0 0 0 . 4 0 . 2 0 0 . 3 0. 5 0 2 2 . 1 1 . 9 0 0 0 . 8 4+ A x l e T r u c k s 0 4 0 4 0 0 0 0 0 6 1 7 0 0 5 8 0 0 19 % 4 + A x l e T r u c k s 0 0 . 2 0 0 0 . 2 0 0 0 0 0 0 0 . 2 0 0 0 . 1 0 0 0 . 3 0 . 3 0 . 3 0 0 0 . 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-201 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 18 1 4 9 0 1 6 7 0 0 0 0 0 2 1 5 1 4 7 3 6 2 21 1 12 1 14 3 67 2 04 : 4 5 P M 13 1 5 0 0 1 6 3 0 0 0 0 0 2 5 2 1 7 2 4 2 4 8 0 1 1 4 1 2 2 70 9 05 : 0 0 P M 13 15 7 0 1 7 0 0 0 0 0 0 2 3 7 21 2 4 4 9 14 1 12 7 14 2 76 1 05 : 1 5 P M 21 15 5 0 17 6 0 0 0 0 0 25 7 19 1 4 4 8 15 0 1 1 5 1 3 0 75 4 To t a l V o l u m e 65 61 1 0 67 6 0 0 0 0 0 96 1 72 2 16 8 3 58 2 47 7 53 7 28 9 6 % A p p . T o t a l 9. 6 90 . 4 0 0 0 0 0 57 . 1 42 . 9 10 . 8 0. 4 88 . 8 PH F .7 7 4 .9 7 3 .0 0 0 .9 6 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 3 5 .8 5 1 .9 3 7 .6 9 0 .5 0 0 .9 3 9 .9 3 9 .9 5 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-202 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 61 1 Le f t 65 In Ou t To t a l 10 1 9 67 6 16 9 5 Right 0 Thru 0 Left 0 Out TotalIn 789 0 789 Le f t 0 Th r u 96 1 Ri g h t 72 2 Ou t To t a l In 10 8 8 16 8 3 27 7 1 Left 58 Thru 2 Right 477 Total OutIn 0 537 537 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-203 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 4 5 P M 03 : 0 0 P M 04 : 4 5 P M 03 : 0 0 P M +0 m i n s . 13 1 5 0 0 1 6 3 0 0 0 0 0 2 5 2 1 7 2 4 2 4 24 1 12 4 14 9 +1 5 m i n s . 13 1 5 7 0 1 7 0 0 0 0 0 0 2 3 7 21 2 4 4 9 13 0 1 2 9 14 2 +3 0 m i n s . 21 15 5 0 17 6 0 0 0 0 0 25 7 19 1 4 4 8 13 0 1 2 3 13 6 +4 5 m i n s . 8 16 6 0 1 7 4 0 0 0 0 0 2 0 1 1 6 3 3 6 4 12 0 14 6 15 8 To t a l V o l u m e 55 62 8 0 68 3 0 0 0 0 0 94 7 73 8 16 8 5 62 1 52 2 58 5 % A p p . T o t a l 8. 1 91 . 9 0 0 0 0 0 56 . 2 43 . 8 10 . 6 0. 2 89 . 2 PH F .6 5 5 .9 4 6 .0 0 0 .9 7 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 2 1 .8 7 0 .9 3 8 .6 4 6 .2 5 0 .8 9 4 .9 2 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-204 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 13 1 3 4 0 0 1 4 7 0 0 0 0 0 0 2 1 2 1 5 5 7 3 6 7 22 1 1 1 6 6 3 1 3 9 70 6 5 3 7 2 3 03 : 1 5 P M 6 1 4 8 0 0 1 5 4 0 0 0 0 0 0 1 9 9 1 5 5 1 5 3 5 4 12 0 1 1 8 7 2 1 3 0 87 6 3 8 7 2 5 03 : 3 0 P M 14 1 5 0 0 0 1 6 4 0 0 0 0 0 0 2 0 3 1 4 9 8 3 5 2 12 0 1 1 5 6 6 1 2 7 74 6 4 3 7 1 7 03 : 4 5 P M 13 1 5 9 0 0 1 7 2 0 0 0 0 0 0 2 2 4 1 6 6 1 3 3 9 0 11 0 1 4 1 9 0 1 5 2 10 3 7 1 4 8 1 7 To t a l 46 59 1 0 0 63 7 0 0 0 0 0 0 83 8 62 5 4 3 14 6 3 57 1 49 0 2 9 1 54 8 33 4 26 4 8 29 8 2 04 : 0 0 P M 5 1 5 1 0 0 1 5 6 0 0 0 0 0 0 2 1 7 1 3 5 6 3 5 2 8 0 9 9 6 0 1 0 7 66 6 1 5 6 8 1 04 : 1 5 P M 12 1 2 7 0 0 1 3 9 0 0 0 0 0 0 2 1 0 1 6 2 1 3 3 7 2 13 0 1 2 2 7 5 1 3 5 88 6 4 6 7 3 4 04 : 3 0 P M 17 1 4 4 0 0 1 6 1 0 0 0 0 0 0 2 0 6 1 4 3 9 3 4 9 20 1 1 1 1 6 9 1 3 2 78 6 4 2 7 2 0 04 : 4 5 P M 13 1 4 6 0 0 1 5 9 0 0 0 0 0 0 2 4 3 1 6 9 1 2 4 1 2 7 0 1 1 0 5 9 1 1 7 71 6 8 8 7 5 9 To t a l 47 56 8 0 0 61 5 0 0 0 0 0 0 87 6 60 9 4 0 14 8 5 48 1 44 2 2 6 3 49 1 30 3 25 9 1 28 9 4 05 : 0 0 P M 13 1 5 0 0 0 1 6 3 0 0 0 0 0 0 2 3 6 2 1 0 1 5 4 4 6 14 1 1 2 0 6 2 1 3 5 77 7 4 4 8 2 1 05 : 1 5 P M 21 1 5 4 0 0 1 7 5 0 0 0 0 0 0 2 4 9 1 9 0 1 2 4 3 9 13 0 1 1 2 7 3 1 2 5 85 7 3 9 8 2 4 05 : 3 0 P M 8 1 6 4 0 0 1 7 2 0 0 0 0 0 0 1 9 8 1 6 2 1 1 3 6 0 16 0 9 3 4 5 1 0 9 56 6 4 1 6 9 7 05 : 4 5 P M 8 1 4 0 0 0 1 4 8 0 0 0 0 0 0 1 4 6 1 6 3 5 3 0 9 10 0 9 2 5 7 1 0 2 62 5 5 9 6 2 1 To t a l 50 60 8 0 0 65 8 0 0 0 0 0 0 82 9 72 5 4 3 15 5 4 53 1 41 7 2 3 7 47 1 28 0 26 8 3 29 6 3 06 : 0 0 P M 12 7 6 0 0 8 8 0 0 0 0 0 0 1 3 5 9 2 4 2 2 7 8 0 6 9 4 6 7 7 50 3 9 2 4 4 2 06 : 1 5 P M 4 8 4 0 0 8 8 0 0 0 0 0 0 8 3 7 6 4 1 5 9 10 0 6 1 3 7 7 1 41 3 1 8 3 5 9 06 : 3 0 P M 8 7 8 0 0 8 6 0 0 0 0 0 0 9 0 8 1 1 1 7 1 6 0 6 1 4 9 6 7 50 3 2 4 3 7 4 06 : 4 5 P M 15 6 1 0 0 7 6 0 0 0 0 0 0 6 7 7 1 3 1 3 8 6 0 5 7 2 7 6 3 30 2 7 7 3 0 7 To t a l 39 29 9 0 0 33 8 0 0 0 0 0 0 37 5 32 0 1 2 69 5 30 0 24 8 1 5 9 27 8 17 1 13 1 1 14 8 2 Gr a n d T o t a l 18 2 2 0 6 6 0 0 2 2 4 8 0 0 0 0 0 0 2 9 1 8 2 2 7 9 1 3 8 5 1 9 7 18 8 3 1 5 9 7 9 5 0 1 7 8 8 10 8 8 9 2 3 3 1 0 3 2 1 Ap p r c h % 8. 1 9 1 . 9 0 0 0 0 0 5 6 . 1 4 3 . 9 10 . 5 0 . 2 8 9 . 3 To t a l % 2 2 2 . 4 0 2 4 . 3 0 0 0 0 0 3 1 . 6 2 4 . 7 5 6 . 3 2 0 1 7 . 3 1 9 . 4 10 . 5 8 9 . 5 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 17 1 4 4 0 1 6 1 0 0 0 0 0 2 0 6 1 4 3 3 4 9 20 1 11 1 1 3 2 64 2 04 : 4 5 P M 13 1 4 6 0 1 5 9 0 0 0 0 0 2 4 3 1 6 9 4 1 2 7 0 1 1 0 1 1 7 68 8 05 : 0 0 P M 13 1 5 0 0 1 6 3 0 0 0 0 0 2 3 6 21 0 4 4 6 14 1 12 0 1 3 5 74 4 05 : 1 5 P M 21 1 5 4 0 17 5 0 0 0 0 0 24 9 19 0 4 3 9 13 0 1 1 2 1 2 5 73 9 To t a l V o l u m e 64 59 4 0 65 8 0 0 0 0 0 93 4 71 2 16 4 6 54 2 45 3 50 9 28 1 3 % A p p . T o t a l 9. 7 90 . 3 0 0 0 0 0 56 . 7 43 . 3 10 . 6 0. 4 89 PH F .7 6 2 .9 6 4 .0 0 0 .9 4 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 3 8 .8 4 8 .9 2 3 .6 7 5 .5 0 0 .9 4 4 .9 4 3 .9 4 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-205 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 59 4 Le f t 64 In Ou t To t a l 98 8 65 8 16 4 6 Right 0 Thru 0 Left 0 Out TotalIn 778 0 778 Le f t 0 Th r u 93 4 Ri g h t 71 2 Ou t To t a l In 10 4 7 16 4 6 26 9 3 Left 54 Thru 2 Right 453 Total OutIn 0 509 509 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-206 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 17 1 4 4 0 1 6 1 0 0 0 0 0 2 0 6 1 4 3 3 4 9 20 1 11 1 13 2 +1 5 m i n s . 13 1 4 6 0 1 5 9 0 0 0 0 0 2 4 3 1 6 9 4 1 2 7 0 1 1 0 11 7 +3 0 m i n s . 13 1 5 0 0 1 6 3 0 0 0 0 0 2 3 6 21 0 4 4 6 14 1 12 0 13 5 +4 5 m i n s . 21 1 5 4 0 17 5 0 0 0 0 0 24 9 19 0 4 3 9 13 0 1 1 2 12 5 To t a l V o l u m e 64 59 4 0 65 8 0 0 0 0 0 93 4 71 2 16 4 6 54 2 45 3 50 9 % A p p . T o t a l 9. 7 90 . 3 0 0 0 0 0 56 . 7 43 . 3 10 . 6 0. 4 89 PH F .7 6 2 .9 6 4 .0 0 0 .9 4 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 3 8 .8 4 8 .9 2 3 .6 7 5 .5 0 0 .9 4 4 .9 4 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-207 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 5 0 0 5 0 0 0 0 0 0 1 2 7 1 1 9 1 0 7 5 8 6 3 2 3 8 03 : 1 5 P M 0 4 0 0 4 0 0 0 0 0 0 6 6 0 1 2 1 0 8 5 9 5 2 5 3 0 03 : 3 0 P M 0 4 0 0 4 0 0 0 0 0 0 1 0 6 1 1 6 1 0 6 4 7 5 2 7 3 2 03 : 4 5 P M 0 2 0 0 2 0 0 0 0 0 0 1 2 2 0 1 4 1 0 5 2 6 2 2 2 2 4 To t a l 0 15 0 0 15 0 0 0 0 0 0 40 21 2 61 4 0 26 1 6 30 18 10 6 12 4 04 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 8 2 0 1 0 0 0 4 1 4 1 1 7 1 8 04 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 1 3 3 0 1 6 0 0 2 2 2 2 2 0 2 2 04 : 3 0 P M 1 3 0 0 4 0 0 0 0 0 0 9 2 0 1 1 1 0 4 2 5 2 2 0 2 2 04 : 4 5 P M 0 3 0 0 3 0 0 0 0 0 0 9 3 0 1 2 1 0 0 0 1 0 1 6 1 6 To t a l 1 11 0 0 12 0 0 0 0 0 0 39 10 0 49 2 0 10 5 12 5 73 78 05 : 0 0 P M 0 5 0 0 5 0 0 0 0 0 0 1 1 0 2 0 0 1 0 1 0 8 8 05 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 7 1 0 8 2 0 0 0 2 0 1 1 1 1 05 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 2 1 0 3 0 0 4 3 4 3 9 1 2 05 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 2 0 3 0 0 2 1 2 1 6 7 To t a l 0 9 0 0 9 0 0 0 0 0 0 11 5 0 16 2 0 7 4 9 4 34 38 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 0 0 0 0 0 0 3 3 06 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 2 1 0 3 0 0 1 1 1 1 5 6 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 1 1 1 1 3 4 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 1 1 1 1 3 4 To t a l 0 1 0 0 1 0 0 0 0 0 0 7 3 0 10 0 0 3 3 3 3 14 17 Gr a n d T o t a l 1 3 6 0 0 3 7 0 0 0 0 0 0 9 7 3 9 2 1 3 6 8 0 4 6 2 8 5 4 30 2 2 7 2 5 7 Ap p r c h % 2. 7 9 7 . 3 0 0 0 0 0 7 1 . 3 2 8 . 7 14 . 8 0 8 5 . 2 To t a l % 0. 4 1 5 . 9 0 1 6 . 3 0 0 0 0 0 4 2 . 7 1 7 . 2 5 9 . 9 3. 5 0 2 0 . 3 2 3 . 8 11 . 7 8 8 . 3 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 1 3 0 4 0 0 0 0 0 9 2 1 1 1 0 4 5 20 04 : 4 5 P M 0 3 0 3 0 0 0 0 0 9 3 12 1 0 0 1 16 05 : 0 0 P M 0 5 0 5 0 0 0 0 0 1 1 2 0 0 1 1 8 05 : 1 5 P M 0 1 0 1 0 0 0 0 0 7 1 8 2 0 0 2 11 To t a l V o l u m e 1 12 0 13 0 0 0 0 0 26 7 33 4 0 5 9 55 % A p p . T o t a l 7. 7 92 . 3 0 0 0 0 0 78 . 8 21 . 2 44 . 4 0 55 . 6 PH F .2 5 0 .6 0 0 .0 0 0 .6 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 2 2 .5 8 3 .6 8 8 .5 0 0 .0 0 0 .3 1 3 .4 5 0 .6 8 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-208 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 12 Le f t 1 In Ou t To t a l 30 13 43 Right 0 Thru 0 Left 0 Out TotalIn 8 0 8 Le f t 0 Th r u 26 Ri g h t 7 Ou t To t a l In 17 33 50 Left 4 Thru 0 Right 5 Total OutIn 0 9 9 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-209 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 1 3 0 4 0 0 0 0 0 9 2 1 1 1 0 4 5 +1 5 m i n s . 0 3 0 3 0 0 0 0 0 9 3 1 2 1 0 0 1 +3 0 m i n s . 0 5 0 5 0 0 0 0 0 1 1 2 0 0 1 1 +4 5 m i n s . 0 1 0 1 0 0 0 0 0 7 1 8 2 0 0 2 To t a l V o l u m e 1 12 0 13 0 0 0 0 0 26 7 33 4 0 5 9 % A p p . T o t a l 7. 7 92 . 3 0 0 0 0 0 78 . 8 21 . 2 44 . 4 0 55 . 6 PH F .2 5 0 .6 0 0 .0 0 0 .6 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 2 2 .5 8 3 .6 8 8 .5 0 0 .0 0 0 .3 1 3 .4 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-210 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 1 0 1 1 2 1 4 5 03 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 2 2 2 2 4 6 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 2 1 2 1 5 6 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 4 4 To t a l 0 1 0 0 1 0 0 0 0 0 0 7 3 0 10 1 0 5 4 6 4 17 21 04 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 5 5 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 0 2 0 3 3 04 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 2 0 2 0 0 5 4 5 4 9 1 3 04 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 2 3 2 4 6 To t a l 0 5 0 0 5 0 0 0 0 0 0 4 2 0 6 0 0 10 6 10 6 21 27 05 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 6 6 6 6 8 1 4 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 3 2 3 5 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 4 4 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 1 2 3 To t a l 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 14 9 14 9 17 26 06 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 2 3 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 3 1 3 4 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 2 4 2 5 7 Gr a n d T o t a l 0 9 0 0 9 0 0 0 0 0 0 1 2 5 0 1 7 1 0 3 3 2 1 3 4 21 6 0 8 1 Ap p r c h % 0 1 0 0 0 0 0 0 0 7 0 . 6 2 9 . 4 2. 9 0 9 7 . 1 To t a l % 0 1 5 0 1 5 0 0 0 0 0 2 0 8 . 3 2 8 . 3 1. 7 0 5 5 5 6 . 7 25 . 9 7 4 . 1 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 0 2 0 2 0 0 0 0 0 0 2 2 0 0 5 5 9 04 : 4 5 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3 3 4 05 : 0 0 P M 0 2 0 2 0 0 0 0 0 0 0 0 0 0 6 6 8 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 To t a l V o l u m e 0 5 0 5 0 0 0 0 0 0 2 2 0 0 17 17 24 % A p p . T o t a l 0 10 0 0 0 0 0 0 0 10 0 0 0 10 0 PH F .0 0 0 .6 2 5 .0 0 0 .6 2 5 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .7 0 8 .7 0 8 .6 6 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-211 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 5 Le f t 0 In Ou t To t a l 0 5 5 Right 0 Thru 0 Left 0 Out TotalIn 2 0 2 Le f t 0 Th r u 0 Ri g h t 2 Ou t To t a l In 22 2 24 Left 0 Thru 0 Right 17 Total OutIn 0 17 17 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-212 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 0 2 0 2 0 0 0 0 0 0 2 2 0 0 5 5 +1 5 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3 3 +3 0 m i n s . 0 2 0 2 0 0 0 0 0 0 0 0 0 0 6 6 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 To t a l V o l u m e 0 5 0 5 0 0 0 0 0 0 2 2 0 0 17 17 % A p p . T o t a l 0 10 0 0 0 0 0 0 0 10 0 0 0 10 0 PH F .0 0 0 .6 2 5 .0 0 0 .6 2 5 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .7 0 8 .7 0 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-213 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 03 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 1 4 5 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 0 0 1 1 1 1 7 8 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 2 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 3 1 3 1 4 5 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 3 3 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 1 2 3 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 1 2 3 Gr a n d T o t a l 0 4 0 0 4 0 0 0 0 0 0 6 1 0 7 0 0 5 3 5 3 1 6 1 9 Ap p r c h % 0 1 0 0 0 0 0 0 0 8 5 . 7 1 4 . 3 0 0 1 0 0 To t a l % 0 2 5 0 2 5 0 0 0 0 0 3 7 . 5 6 . 2 4 3 . 8 0 0 3 1 . 2 3 1 . 2 15 . 8 8 4 . 2 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 1 1 2 0 0 2 2 4 % A p p . T o t a l 0 0 0 0 0 0 0 50 50 0 0 10 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .0 0 0 .5 0 0 .5 0 0 1. 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-214 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 1 0 1 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 1 Ri g h t 1 Ou t To t a l In 2 2 4 Left 0 Thru 0 Right 2 Total OutIn 0 2 2 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-215 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 1 1 2 0 0 2 2 % A p p . T o t a l 0 0 0 0 0 0 0 50 50 0 0 10 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .0 0 0 .5 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-216 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 13 1 4 4 0 0 1 5 7 0 0 0 0 0 0 2 1 0 1 5 0 1 2 3 6 0 22 0 1 4 2 8 0 1 6 4 92 6 8 1 7 7 3 03 : 1 5 P M 9 1 3 7 0 0 1 4 6 0 0 0 0 0 0 2 1 6 1 4 7 8 3 6 3 15 0 1 3 0 7 3 1 4 5 81 6 5 4 7 3 5 03 : 3 0 P M 9 1 5 4 0 0 1 6 3 0 0 0 0 0 0 2 1 9 1 8 4 1 3 4 0 3 14 1 1 5 6 9 1 1 7 1 10 4 7 3 7 8 4 1 03 : 4 5 P M 6 1 3 1 0 0 1 3 7 0 0 0 0 0 0 2 1 2 1 4 4 1 2 3 5 6 10 1 1 3 9 8 6 1 5 0 98 6 4 3 7 4 1 To t a l 37 56 6 0 0 60 3 0 0 0 0 0 0 85 7 62 5 4 5 14 8 2 61 2 56 7 3 3 0 63 0 37 5 27 1 5 30 9 0 04 : 0 0 P M 8 1 2 1 0 0 1 2 9 0 0 0 0 0 0 1 7 7 1 3 9 7 3 1 6 15 0 1 1 8 6 4 1 3 3 71 5 7 8 6 4 9 04 : 1 5 P M 17 1 4 7 0 0 1 6 4 0 0 0 0 0 0 2 0 3 1 6 0 5 3 6 3 12 0 1 3 0 6 4 1 4 2 69 6 6 9 7 3 8 04 : 3 0 P M 5 1 3 4 0 0 1 3 9 0 0 0 0 0 0 2 0 3 1 4 7 9 3 5 0 12 1 1 2 4 9 0 1 3 7 99 6 2 6 7 2 5 04 : 4 5 P M 2 1 5 1 0 0 1 5 3 0 0 0 0 0 0 2 0 8 1 5 3 7 3 6 1 24 0 1 3 3 7 2 1 5 7 79 6 7 1 7 5 0 To t a l 32 55 3 0 0 58 5 0 0 0 0 0 0 79 1 59 9 2 8 13 9 0 63 1 50 5 2 9 0 56 9 31 8 25 4 4 28 6 2 05 : 0 0 P M 15 1 4 6 0 0 1 6 1 0 0 0 0 0 0 2 2 9 1 8 9 8 4 1 8 16 0 1 0 6 8 3 1 2 2 91 7 0 1 7 9 2 05 : 1 5 P M 8 1 4 7 0 0 1 5 5 0 0 0 0 0 0 2 0 1 1 7 6 1 7 3 7 7 13 0 1 2 2 6 3 1 3 5 80 6 6 7 7 4 7 05 : 3 0 P M 4 1 3 8 0 0 1 4 2 0 0 0 0 0 0 1 5 6 1 3 3 4 2 8 9 10 2 1 2 1 8 9 1 3 3 93 5 6 4 6 5 7 05 : 4 5 P M 12 1 1 1 0 0 1 2 3 0 0 0 0 0 0 1 5 5 1 1 6 4 2 7 1 12 0 1 2 7 7 9 1 3 9 83 5 3 3 6 1 6 To t a l 39 54 2 0 0 58 1 0 0 0 0 0 0 74 1 61 4 3 3 13 5 5 51 2 47 6 3 1 4 52 9 34 7 24 6 5 28 1 2 06 : 0 0 P M 6 9 5 0 0 1 0 1 0 0 0 0 0 0 1 3 0 9 4 1 2 2 2 4 9 0 8 7 3 9 9 6 51 4 2 1 4 7 2 06 : 1 5 P M 8 6 9 0 0 7 7 0 0 0 0 0 0 9 3 7 6 7 1 6 9 12 1 9 5 7 5 1 0 8 82 3 5 4 4 3 6 06 : 3 0 P M 8 8 6 0 0 9 4 0 0 0 0 0 0 9 5 6 4 2 1 5 9 7 0 9 0 4 9 9 7 51 3 5 0 4 0 1 06 : 4 5 P M 14 8 0 0 0 9 4 0 0 0 0 0 0 7 5 6 0 4 1 3 5 4 0 9 5 5 2 9 9 56 3 2 8 3 8 4 To t a l 36 33 0 0 0 36 6 0 0 0 0 0 0 39 3 29 4 2 5 68 7 32 1 36 7 2 1 5 40 0 24 0 14 5 3 16 9 3 Gr a n d T o t a l 14 4 1 9 9 1 0 0 2 1 3 5 0 0 0 0 0 0 2 7 8 2 2 1 3 2 1 3 1 4 9 1 4 20 7 6 1 9 1 5 11 4 9 21 2 8 12 8 0 9 1 7 7 1 0 4 5 7 Ap p r c h % 6. 7 9 3 . 3 0 0 0 0 0 5 6 . 6 4 3 . 4 9. 7 0 . 3 9 0 To t a l % 1. 6 2 1 . 7 0 2 3 . 3 0 0 0 0 0 3 0 . 3 2 3 . 2 5 3 . 5 2. 3 0 . 1 2 0 . 9 2 3 . 2 12 . 2 8 7 . 8 Pa s s e n g e r V e h i c l e s 14 0 19 3 5 0 20 7 5 0 0 0 0 0 26 7 1 20 8 1 48 7 8 19 9 6 18 4 8 31 6 4 0 0 10 1 1 7 % P a s s e n g e r V e h i c l e s 97 . 2 9 7 . 2 0 0 9 7 . 2 0 0 0 0 0 0 9 6 9 7 . 6 9 6 . 2 9 6 . 7 96 . 1 1 0 0 9 6 . 5 9 6 . 7 9 6 . 6 0 0 9 6 . 7 La r g e 2 A x l e V e h i c l e s 4 42 0 46 0 0 0 0 0 95 43 14 3 8 0 35 64 0 0 25 3 % L a r g e 2 A x l e V e h i c l e s 2. 8 2 . 1 0 0 2 . 2 0 0 0 0 0 0 3 . 4 2 3 . 8 2 . 8 3. 9 0 1 . 8 1 . 8 2 0 0 2 . 4 3 A x l e V e h i c l e s 0 9 0 9 0 0 0 0 0 8 2 10 0 0 29 43 0 0 62 % 3 A x l e V e h i c l e s 0 0 . 5 0 0 0 . 4 0 0 0 0 0 0 0 . 3 0 . 1 0 0 . 2 0 0 1 . 5 1 . 2 1 . 3 0 0 0 . 6 4+ A x l e T r u c k s 0 5 0 5 0 0 0 0 0 8 6 14 0 0 3 6 0 0 25 % 4 + A x l e T r u c k s 0 0 . 3 0 0 0 . 2 0 0 0 0 0 0 0 . 3 0 . 3 0 0 . 3 0 0 0 . 2 0 . 3 0 . 2 0 0 0 . 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-217 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 13 14 4 0 1 5 7 0 0 0 0 0 2 1 0 1 5 0 3 6 0 22 0 1 4 2 1 6 4 68 1 03 : 1 5 P M 9 1 3 7 0 1 4 6 0 0 0 0 0 2 1 6 1 4 7 3 6 3 15 0 1 3 0 1 4 5 65 4 03 : 3 0 P M 9 15 4 0 16 3 0 0 0 0 0 21 9 1 8 4 4 0 3 14 1 1 5 6 1 7 1 73 7 03 : 4 5 P M 6 1 3 1 0 1 3 7 0 0 0 0 0 2 1 2 1 4 4 3 5 6 10 1 1 3 9 1 5 0 64 3 To t a l V o l u m e 37 56 6 0 60 3 0 0 0 0 0 85 7 62 5 14 8 2 61 2 56 7 63 0 27 1 5 % A p p . T o t a l 6. 1 93 . 9 0 0 0 0 0 57 . 8 42 . 2 9. 7 0. 3 90 PH F .7 1 2 .9 1 9 .0 0 0 .9 2 5 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 7 8 .8 4 9 .9 1 9 .6 9 3 .5 0 0 .9 0 9 .9 2 1 .9 2 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-218 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 56 6 Le f t 37 In Ou t To t a l 91 8 60 3 15 2 1 Right 0 Thru 0 Left 0 Out TotalIn 664 0 664 Le f t 0 Th r u 85 7 Ri g h t 62 5 Ou t To t a l In 11 3 3 14 8 2 26 1 5 Left 61 Thru 2 Right 567 Total OutIn 0 630 630 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-219 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 1 5 P M 03 : 0 0 P M 04 : 3 0 P M 03 : 0 0 P M +0 m i n s . 17 14 7 0 16 4 0 0 0 0 0 2 0 3 1 4 7 3 5 0 22 0 1 4 2 16 4 +1 5 m i n s . 5 1 3 4 0 1 3 9 0 0 0 0 0 2 0 8 1 5 3 3 6 1 15 0 1 3 0 14 5 +3 0 m i n s . 2 15 1 0 1 5 3 0 0 0 0 0 22 9 1 8 9 4 1 8 14 1 1 5 6 17 1 +4 5 m i n s . 15 1 4 6 0 1 6 1 0 0 0 0 0 2 0 1 1 7 6 3 7 7 10 1 1 3 9 15 0 To t a l V o l u m e 39 57 8 0 61 7 0 0 0 0 0 84 1 66 5 15 0 6 61 2 56 7 63 0 % A p p . T o t a l 6. 3 93 . 7 0 0 0 0 0 55 . 8 44 . 2 9. 7 0. 3 90 PH F .5 7 4 .9 5 7 .0 0 0 .9 4 1 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 1 8 .8 8 0 .9 0 1 .6 9 3 .5 0 0 .9 0 9 .9 2 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-220 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 11 1 3 5 0 0 1 4 6 0 0 0 0 0 0 2 0 1 1 3 9 8 3 4 0 19 0 1 3 4 7 7 1 5 3 85 6 3 9 7 2 4 03 : 1 5 P M 8 1 3 1 0 0 1 3 9 0 0 0 0 0 0 2 0 2 1 3 7 8 3 3 9 15 0 1 2 5 7 1 1 4 0 79 6 1 8 6 9 7 03 : 3 0 P M 9 1 4 3 0 0 1 5 2 0 0 0 0 0 0 2 1 0 1 8 0 1 2 3 9 0 13 1 1 5 2 8 7 1 6 6 99 7 0 8 8 0 7 03 : 4 5 P M 6 1 2 6 0 0 1 3 2 0 0 0 0 0 0 2 0 4 1 3 9 1 2 3 4 3 9 1 1 3 6 8 4 1 4 6 96 6 2 1 7 1 7 To t a l 34 53 5 0 0 56 9 0 0 0 0 0 0 81 7 59 5 4 0 14 1 2 56 2 54 7 3 1 9 60 5 35 9 25 8 6 29 4 5 04 : 0 0 P M 7 1 1 9 0 0 1 2 6 0 0 0 0 0 0 1 6 4 1 3 8 7 3 0 2 15 0 1 1 4 6 3 1 2 9 70 5 5 7 6 2 7 04 : 1 5 P M 17 1 4 6 0 0 1 6 3 0 0 0 0 0 0 1 9 6 1 5 4 5 3 5 0 12 0 1 2 6 6 3 1 3 8 68 6 5 1 7 1 9 04 : 3 0 P M 5 1 2 8 0 0 1 3 3 0 0 0 0 0 0 1 9 3 1 4 4 9 3 3 7 11 1 1 1 9 8 7 1 3 1 96 6 0 1 6 9 7 04 : 4 5 P M 2 1 4 5 0 0 1 4 7 0 0 0 0 0 0 2 0 2 1 5 0 7 3 5 2 24 0 1 2 6 6 7 1 5 0 74 6 4 9 7 2 3 To t a l 31 53 8 0 0 56 9 0 0 0 0 0 0 75 5 58 6 2 8 13 4 1 62 1 48 5 2 8 0 54 8 30 8 24 5 8 27 6 6 05 : 0 0 P M 15 1 4 4 0 0 1 5 9 0 0 0 0 0 0 2 2 4 1 8 7 8 4 1 1 15 0 1 0 3 8 0 1 1 8 88 6 8 8 7 7 6 05 : 1 5 P M 8 1 4 2 0 0 1 5 0 0 0 0 0 0 0 1 9 5 1 7 5 1 7 3 7 0 13 0 1 1 6 5 9 1 2 9 76 6 4 9 7 2 5 05 : 3 0 P M 4 1 3 6 0 0 1 4 0 0 0 0 0 0 0 1 5 2 1 3 1 4 2 8 3 10 2 1 1 4 8 6 1 2 6 90 5 4 9 6 3 9 05 : 4 5 P M 12 1 1 0 0 0 1 2 2 0 0 0 0 0 0 1 4 8 1 1 6 4 2 6 4 11 0 1 2 4 7 8 1 3 5 82 5 2 1 6 0 3 To t a l 39 53 2 0 0 57 1 0 0 0 0 0 0 71 9 60 9 3 3 13 2 8 49 2 45 7 3 0 3 50 8 33 6 24 0 7 27 4 3 06 : 0 0 P M 6 9 5 0 0 1 0 1 0 0 0 0 0 0 1 2 8 9 3 1 2 2 2 1 9 0 8 4 3 7 9 3 49 4 1 5 4 6 4 06 : 1 5 P M 8 6 9 0 0 7 7 0 0 0 0 0 0 9 0 7 6 7 1 6 6 12 1 9 2 7 3 1 0 5 80 3 4 8 4 2 8 06 : 3 0 P M 8 8 6 0 0 9 4 0 0 0 0 0 0 9 0 6 2 2 1 5 2 7 0 9 0 4 9 9 7 51 3 4 3 3 9 4 06 : 4 5 P M 14 8 0 0 0 9 4 0 0 0 0 0 0 7 2 6 0 4 1 3 2 4 0 9 3 5 0 9 7 54 3 2 3 3 7 7 To t a l 36 33 0 0 0 36 6 0 0 0 0 0 0 38 0 29 1 2 5 67 1 32 1 35 9 2 0 9 39 2 23 4 14 2 9 16 6 3 Gr a n d T o t a l 14 0 1 9 3 5 0 0 2 0 7 5 0 0 0 0 0 0 2 6 7 1 2 0 8 1 1 2 6 4 7 5 2 19 9 6 1 8 4 8 11 1 1 20 5 3 12 3 7 8 8 8 0 1 0 1 1 7 Ap p r c h % 6. 7 9 3 . 3 0 0 0 0 0 5 6 . 2 4 3 . 8 9. 7 0 . 3 9 0 To t a l % 1. 6 2 1 . 8 0 2 3 . 4 0 0 0 0 0 3 0 . 1 2 3 . 4 5 3 . 5 2. 2 0 . 1 2 0 . 8 2 3 . 1 12 . 2 8 7 . 8 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 11 13 5 0 1 4 6 0 0 0 0 0 2 0 1 1 3 9 3 4 0 19 0 1 3 4 1 5 3 63 9 03 : 1 5 P M 8 1 3 1 0 1 3 9 0 0 0 0 0 2 0 2 1 3 7 3 3 9 15 0 1 2 5 1 4 0 61 8 03 : 3 0 P M 9 14 3 0 15 2 0 0 0 0 0 21 0 1 8 0 3 9 0 13 1 1 5 2 1 6 6 70 8 03 : 4 5 P M 6 1 2 6 0 1 3 2 0 0 0 0 0 2 0 4 1 3 9 3 4 3 9 1 1 3 6 1 4 6 62 1 To t a l V o l u m e 34 53 5 0 56 9 0 0 0 0 0 81 7 59 5 14 1 2 56 2 54 7 60 5 25 8 6 % A p p . T o t a l 6 94 0 0 0 0 0 57 . 9 42 . 1 9. 3 0. 3 90 . 4 PH F .7 7 3 .9 3 5 .0 0 0 .9 3 6 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 7 3 .8 2 6 .9 0 5 .7 3 7 .5 0 0 .9 0 0 .9 1 1 .9 1 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-221 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 53 5 Le f t 34 In Ou t To t a l 87 3 56 9 14 4 2 Right 0 Thru 0 Left 0 Out TotalIn 631 0 631 Le f t 0 Th r u 81 7 Ri g h t 59 5 Ou t To t a l In 10 8 2 14 1 2 24 9 4 Left 56 Thru 2 Right 547 Total OutIn 0 605 605 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-222 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 11 13 5 0 1 4 6 0 0 0 0 0 2 0 1 1 3 9 3 4 0 19 0 1 3 4 15 3 +1 5 m i n s . 8 1 3 1 0 1 3 9 0 0 0 0 0 2 0 2 1 3 7 3 3 9 15 0 1 2 5 14 0 +3 0 m i n s . 9 14 3 0 15 2 0 0 0 0 0 21 0 1 8 0 3 9 0 13 1 1 5 2 16 6 +4 5 m i n s . 6 1 2 6 0 1 3 2 0 0 0 0 0 2 0 4 1 3 9 3 4 3 9 1 1 3 6 14 6 To t a l V o l u m e 34 53 5 0 56 9 0 0 0 0 0 81 7 59 5 14 1 2 56 2 54 7 60 5 % A p p . T o t a l 6 94 0 0 0 0 0 57 . 9 42 . 1 9. 3 0. 3 90 . 4 PH F .7 7 3 .9 3 5 .0 0 0 .9 3 6 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .9 7 3 .8 2 6 .9 0 5 .7 3 7 .5 0 0 .9 0 0 .9 1 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-223 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 2 6 0 0 8 0 0 0 0 0 0 9 1 1 4 2 0 3 0 5 1 8 5 3 6 4 1 03 : 1 5 P M 1 6 0 0 7 0 0 0 0 0 0 1 3 9 0 2 2 0 0 4 1 4 1 3 3 3 4 03 : 3 0 P M 0 1 1 0 0 1 1 0 0 0 0 0 0 8 4 1 1 2 1 0 3 3 4 4 2 7 3 1 03 : 4 5 P M 0 4 0 0 4 0 0 0 0 0 0 6 3 0 9 1 0 2 2 3 2 1 6 1 8 To t a l 3 27 0 0 30 0 0 0 0 0 0 36 27 5 63 5 0 14 7 19 12 11 2 12 4 04 : 0 0 P M 1 2 0 0 3 0 0 0 0 0 0 1 1 1 0 1 2 0 0 4 1 4 1 1 9 2 0 04 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 6 5 0 1 1 0 0 1 1 1 1 1 3 1 4 04 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 6 3 0 9 1 0 5 3 6 3 1 7 2 0 04 : 4 5 P M 0 3 0 0 3 0 0 0 0 0 0 6 2 0 8 0 0 3 2 3 2 1 4 1 6 To t a l 1 8 0 0 9 0 0 0 0 0 0 29 11 0 40 1 0 13 7 14 7 63 70 05 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 4 2 0 6 1 0 0 0 1 0 9 9 05 : 1 5 P M 0 4 0 0 4 0 0 0 0 0 0 5 1 0 6 0 0 1 1 1 1 1 1 1 2 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 2 2 2 2 5 7 05 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 6 0 0 6 1 0 0 0 1 0 8 8 To t a l 0 7 0 0 7 0 0 0 0 0 0 18 3 0 21 2 0 3 3 5 3 33 36 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 3 3 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 3 2 3 2 6 8 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 0 5 5 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 2 2 2 2 5 7 To t a l 0 0 0 0 0 0 0 0 0 0 0 12 2 0 14 0 0 5 4 5 4 19 23 Gr a n d T o t a l 4 4 2 0 0 4 6 0 0 0 0 0 0 9 5 4 3 5 1 3 8 8 0 3 5 2 1 4 3 26 2 2 7 2 5 3 Ap p r c h % 8. 7 9 1 . 3 0 0 0 0 0 6 8 . 8 3 1 . 2 18 . 6 0 8 1 . 4 To t a l % 1. 8 1 8 . 5 0 2 0 . 3 0 0 0 0 0 4 1 . 9 1 8 . 9 6 0 . 8 3. 5 0 1 5 . 4 1 8 . 9 10 . 3 8 9 . 7 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 2 6 0 8 0 0 0 0 0 9 11 20 3 0 5 8 36 03 : 1 5 P M 1 6 0 7 0 0 0 0 0 13 9 22 0 0 4 4 33 03 : 3 0 P M 0 11 0 11 0 0 0 0 0 8 4 1 2 1 0 3 4 27 03 : 4 5 P M 0 4 0 4 0 0 0 0 0 6 3 9 1 0 2 3 16 To t a l V o l u m e 3 27 0 30 0 0 0 0 0 36 27 63 5 0 14 19 11 2 % A p p . T o t a l 10 90 0 0 0 0 0 57 . 1 42 . 9 26 . 3 0 73 . 7 PH F .3 7 5 .6 1 4 .0 0 0 .6 8 2 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .6 9 2 .6 1 4 .7 1 6 .4 1 7 .0 0 0 .7 0 0 .5 9 4 .7 7 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-224 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 27 Le f t 3 In Ou t To t a l 41 30 71 Right 0 Thru 0 Left 0 Out TotalIn 30 0 30 Le f t 0 Th r u 36 Ri g h t 27 Ou t To t a l In 41 63 10 4 Left 5 Thru 0 Right 14 Total OutIn 0 19 19 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-225 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 2 6 0 8 0 0 0 0 0 9 11 20 3 0 5 8 +1 5 m i n s . 1 6 0 7 0 0 0 0 0 13 9 22 0 0 4 4 +3 0 m i n s . 0 11 0 11 0 0 0 0 0 8 4 1 2 1 0 3 4 +4 5 m i n s . 0 4 0 4 0 0 0 0 0 6 3 9 1 0 2 3 To t a l V o l u m e 3 27 0 30 0 0 0 0 0 36 27 63 5 0 14 19 % A p p . T o t a l 10 90 0 0 0 0 0 57 . 1 42 . 9 26 . 3 0 73 . 7 PH F .3 7 5 .6 1 4 .0 0 0 .6 8 2 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .6 9 2 .6 1 4 .7 1 6 .4 1 7 .0 0 0 .7 0 0 .5 9 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-226 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 3 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 2 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 2 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 To t a l 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 2 4 2 6 8 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 3 3 04 : 3 0 P M 0 3 0 0 3 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 7 7 04 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 4 3 4 3 6 9 To t a l 0 4 0 0 4 0 0 0 0 0 0 5 1 0 6 0 0 7 3 7 3 17 20 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 3 3 3 3 4 7 05 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 2 4 2 5 7 05 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 1 1 0 2 0 0 5 1 5 1 9 1 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 3 1 3 1 4 5 To t a l 0 3 0 0 3 0 0 0 0 0 0 3 1 0 4 0 0 15 7 15 7 22 29 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 3 2 3 5 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 3 2 3 5 Gr a n d T o t a l 0 9 0 0 9 0 0 0 0 0 0 8 2 0 1 0 0 0 2 9 1 4 2 9 14 4 8 6 2 Ap p r c h % 0 1 0 0 0 0 0 0 0 8 0 2 0 0 0 1 0 0 To t a l % 0 1 8 . 8 0 1 8 . 8 0 0 0 0 0 1 6 . 7 4 . 2 2 0 . 8 0 0 6 0 . 4 6 0 . 4 22 . 6 7 7 . 4 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 1 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 To t a l V o l u m e 0 2 0 2 0 0 0 0 0 0 0 0 0 0 4 4 6 % A p p . T o t a l 0 10 0 0 0 0 0 0 0 0 0 0 10 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 1. 0 0 1. 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-227 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 2 Le f t 0 In Ou t To t a l 0 2 2 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 6 0 6 Left 0 Thru 0 Right 4 Total OutIn 0 4 4 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-228 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 1 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l V o l u m e 0 2 0 2 0 0 0 0 0 0 0 0 0 0 4 4 % A p p . T o t a l 0 10 0 0 0 0 0 0 0 0 0 0 10 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 1. 0 0 0 1. 0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-229 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 2 3 5 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 2 2 0 4 0 0 0 0 0 0 5 5 To t a l 0 2 0 0 2 0 0 0 0 0 0 4 3 0 7 0 0 2 2 2 2 11 13 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 04 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 04 : 4 5 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 To t a l 0 3 0 0 3 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 6 6 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 1 2 3 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 1 1 1 1 3 4 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 Gr a n d T o t a l 0 5 0 0 5 0 0 0 0 0 0 8 6 0 1 4 0 0 3 3 3 3 2 2 2 5 Ap p r c h % 0 1 0 0 0 0 0 0 0 5 7 . 1 4 2 . 9 0 0 1 0 0 To t a l % 0 2 2 . 7 0 2 2 . 7 0 0 0 0 0 3 6 . 4 2 7 . 3 6 3 . 6 0 0 1 3 . 6 1 3 . 6 12 8 8 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 2 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 2 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 03 : 4 5 P M 0 1 0 1 0 0 0 0 0 2 2 4 0 0 0 0 5 To t a l V o l u m e 0 2 0 2 0 0 0 0 0 4 3 7 0 0 2 2 11 % A p p . T o t a l 0 10 0 0 0 0 0 0 57 . 1 42 . 9 0 0 10 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .3 7 5 .4 3 8 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .5 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-230 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 2 Le f t 0 In Ou t To t a l 4 2 6 Right 0 Thru 0 Left 0 Out TotalIn 3 0 3 Le f t 0 Th r u 4 Ri g h t 3 Ou t To t a l In 4 7 11 Left 0 Thru 0 Right 2 Total OutIn 0 2 2 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-231 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 2 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +4 5 m i n s . 0 1 0 1 0 0 0 0 0 2 2 4 0 0 0 0 To t a l V o l u m e 0 2 0 2 0 0 0 0 0 4 3 7 0 0 2 2 % A p p . T o t a l 0 10 0 0 0 0 0 0 57 . 1 42 . 9 0 0 10 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .3 7 5 .4 3 8 .0 0 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-232 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 10 9 1 0 0 1 0 1 0 0 0 0 0 2 1 0 1 6 7 4 1 7 0 8 0 9 3 4 9 1 0 1 53 3 7 2 4 2 5 10 : 1 5 A M 2 7 7 0 0 7 9 0 0 0 0 0 0 1 2 5 5 2 0 1 7 7 5 0 8 2 5 7 8 7 57 3 4 3 4 0 0 10 : 3 0 A M 8 8 2 0 0 9 0 0 0 0 0 0 0 1 0 9 4 9 7 1 5 8 11 0 9 7 5 0 1 0 8 57 3 5 6 4 1 3 10 : 4 5 A M 2 1 1 0 0 0 1 1 2 0 0 0 0 0 0 1 0 8 5 6 6 1 6 4 7 0 9 2 4 2 9 9 48 3 7 5 4 2 3 To t a l 22 36 0 0 0 38 2 0 0 0 0 0 2 44 3 22 4 1 7 66 9 31 0 36 4 1 9 8 39 5 21 5 14 4 6 16 6 1 11 : 0 0 A M 1 1 0 0 0 0 1 0 1 0 0 0 0 0 0 9 2 4 4 4 1 3 6 10 0 8 4 4 2 9 4 46 3 3 1 3 7 7 11 : 1 5 A M 5 8 9 0 0 9 4 0 0 0 0 0 0 1 1 5 6 3 1 1 7 8 8 0 1 1 7 5 8 1 2 5 59 3 9 7 4 5 6 11 : 3 0 A M 7 1 0 8 0 0 1 1 5 0 0 0 0 0 0 9 2 7 3 3 1 6 5 12 0 9 3 4 7 1 0 5 50 3 8 5 4 3 5 11 : 4 5 A M 4 1 0 2 0 0 1 0 6 0 0 0 0 0 0 1 0 1 5 4 6 1 5 5 12 1 1 0 1 4 1 1 1 4 47 3 7 5 4 2 2 To t a l 17 39 9 0 0 41 6 0 0 0 0 0 0 40 0 23 4 1 4 63 4 42 1 39 5 1 8 8 43 8 20 2 14 8 8 16 9 0 12 : 0 0 P M 5 9 5 0 0 1 0 0 0 0 0 0 0 0 1 1 4 6 9 0 1 8 3 5 0 1 0 5 6 1 1 1 0 61 3 9 3 4 5 4 12 : 1 5 P M 6 8 4 0 0 9 0 0 0 0 0 0 0 9 6 7 6 3 1 7 2 17 0 1 2 3 7 7 1 4 0 80 4 0 2 4 8 2 12 : 3 0 P M 6 9 4 0 0 1 0 0 0 0 0 0 0 0 1 0 9 6 8 3 1 7 7 14 1 7 6 5 2 9 1 55 3 6 8 4 2 3 12 : 4 5 P M 2 9 6 0 0 9 8 0 0 0 0 0 0 1 0 1 6 9 3 1 7 0 10 0 9 8 5 3 1 0 8 56 3 7 6 4 3 2 To t a l 19 36 9 0 0 38 8 0 0 0 0 0 0 42 0 28 2 9 70 2 46 1 40 2 2 4 3 44 9 25 2 15 3 9 17 9 1 01 : 0 0 P M 4 9 3 0 0 9 7 0 0 0 0 0 0 1 2 2 7 2 3 1 9 4 4 0 1 1 5 6 9 1 1 9 72 4 1 0 4 8 2 01 : 1 5 P M 6 9 7 0 0 1 0 3 0 0 0 0 0 0 9 5 6 1 8 1 5 6 5 1 1 1 5 5 8 1 2 1 66 3 8 0 4 4 6 01 : 3 0 P M 6 1 0 0 0 0 1 0 6 0 0 0 0 0 0 1 1 3 7 1 5 1 8 4 14 0 1 0 0 5 1 1 1 4 56 4 0 4 4 6 0 01 : 4 5 P M 5 9 9 0 0 1 0 4 0 0 0 0 0 0 9 3 6 5 6 1 5 8 10 0 1 0 3 6 3 1 1 3 69 3 7 5 4 4 4 To t a l 21 38 9 0 0 41 0 0 0 0 0 0 0 42 3 26 9 2 2 69 2 33 1 43 3 2 4 1 46 7 26 3 15 6 9 18 3 2 Gr a n d T o t a l 79 1 5 1 7 0 0 1 5 9 6 0 0 0 0 0 2 1 6 8 6 1 0 0 9 6 2 2 6 9 7 15 2 3 1 5 9 4 8 7 0 1 7 4 9 93 2 6 0 4 2 6 9 7 4 Ap p r c h % 4. 9 9 5 . 1 0 0 0 0 0. 1 6 2 . 5 3 7 . 4 8. 7 0 . 2 9 1 . 1 To t a l % 1. 3 2 5 . 1 0 2 6 . 4 0 0 0 0 0 2 7 . 9 1 6 . 7 4 4 . 6 2. 5 0 2 6 . 4 2 8 . 9 13 . 4 8 6 . 6 Pa s s e n g e r V e h i c l e s 78 15 0 1 0 15 7 9 0 0 0 0 2 16 2 5 98 9 26 7 4 13 4 3 15 3 2 25 1 1 0 0 67 6 4 % P a s s e n g e r V e h i c l e s 98 . 7 9 8 . 9 0 0 9 8 . 9 0 0 0 0 0 10 0 9 6 . 4 9 8 9 3 . 5 9 6 . 9 88 . 2 1 0 0 9 6 . 1 9 6 . 8 9 5 . 9 0 0 9 7 La r g e 2 A x l e V e h i c l e s 1 13 0 14 0 0 0 0 0 45 15 63 17 0 38 72 0 0 14 9 % L a r g e 2 A x l e V e h i c l e s 1. 3 0 . 9 0 0 0 . 9 0 0 0 0 0 0 2 . 7 1 . 5 4 . 8 2 . 3 11 . 2 0 2 . 4 2 2 . 7 0 0 2 . 1 3 A x l e V e h i c l e s 0 2 0 2 0 0 0 0 0 12 1 13 1 0 21 32 0 0 47 % 3 A x l e V e h i c l e s 0 0 . 1 0 0 0 . 1 0 0 0 0 0 0 0 . 7 0 . 1 0 0 . 5 0. 7 0 1 . 3 1 . 1 1 . 2 0 0 0 . 7 4+ A x l e T r u c k s 0 1 0 1 0 0 0 0 0 4 4 9 0 0 3 4 0 0 14 % 4 + A x l e T r u c k s 0 0 . 1 0 0 0 . 1 0 0 0 0 0 0 0 . 2 0 . 4 1 . 6 0 . 3 0 0 0 . 2 0 . 1 0 . 2 0 0 0 . 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-233 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 4 5 P M 12 : 4 5 P M 2 9 6 0 9 8 0 0 0 0 0 1 0 1 6 9 1 7 0 10 0 9 8 1 0 8 37 6 01 : 0 0 P M 4 9 3 0 9 7 0 0 0 0 0 12 2 7 2 1 9 4 4 0 11 5 11 9 41 0 01 : 1 5 P M 6 97 0 1 0 3 0 0 0 0 0 9 5 6 1 1 5 6 5 1 11 5 12 1 38 0 01 : 3 0 P M 6 10 0 0 10 6 0 0 0 0 0 1 1 3 7 1 1 8 4 14 0 1 0 0 1 1 4 40 4 To t a l V o l u m e 18 38 6 0 40 4 0 0 0 0 0 43 1 27 3 70 4 33 1 42 8 46 2 15 7 0 % A p p . T o t a l 4. 5 95 . 5 0 0 0 0 0 61 . 2 38 . 8 7. 1 0. 2 92 . 6 PH F .7 5 0 .9 6 5 .0 0 0 .9 5 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .8 8 3 .9 4 8 .9 0 7 .5 8 9 .2 5 0 .9 3 0 .9 5 5 .9 5 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-234 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 38 6 Le f t 18 In Ou t To t a l 46 4 40 4 86 8 Right 0 Thru 0 Left 0 Out TotalIn 292 0 292 Le f t 0 Th r u 43 1 Ri g h t 27 3 Ou t To t a l In 81 4 70 4 15 1 8 Left 33 Thru 1 Right 428 Total OutIn 0 462 462 Pe a k H o u r B e g i n s a t 1 2 : 4 5 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-235 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 10 : 4 5 A M 10 : 0 0 A M 12 : 1 5 P M 11 : 3 0 A M +0 m i n s . 2 11 0 0 1 1 2 0 0 0 0 0 9 6 76 17 2 12 0 9 3 10 5 +1 5 m i n s . 1 1 0 0 0 1 0 1 0 0 0 0 0 1 0 9 6 8 1 7 7 12 1 10 1 11 4 +3 0 m i n s . 5 8 9 0 9 4 0 0 0 0 0 1 0 1 6 9 1 7 0 5 0 1 0 5 11 0 +4 5 m i n s . 7 10 8 0 11 5 0 0 0 0 0 12 2 72 19 4 17 0 12 3 14 0 To t a l V o l u m e 15 40 7 0 42 2 0 0 0 0 0 42 8 28 5 71 3 46 1 42 2 46 9 % A p p . T o t a l 3. 6 96 . 4 0 0 0 0 0 60 40 9. 8 0. 2 90 PH F .5 3 6 .9 2 5 .0 0 0 .9 1 7 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .8 7 7 .9 3 8 .9 1 9 .6 7 6 .2 5 0 .8 5 8 .8 3 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-236 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 10 9 1 0 0 1 0 1 0 0 0 0 0 2 9 0 6 6 4 1 5 8 8 0 9 1 4 9 9 9 53 3 5 8 4 1 1 10 : 1 5 A M 2 7 7 0 0 7 9 0 0 0 0 0 0 1 2 0 5 2 0 1 7 2 5 0 7 9 5 6 8 4 56 3 3 5 3 9 1 10 : 3 0 A M 8 8 1 0 0 8 9 0 0 0 0 0 0 1 0 7 4 5 5 1 5 2 11 0 9 4 4 8 1 0 5 53 3 4 6 3 9 9 10 : 4 5 A M 2 1 0 8 0 0 1 1 0 0 0 0 0 0 0 1 0 4 5 5 6 1 5 9 7 0 8 6 4 1 9 3 47 3 6 2 4 0 9 To t a l 22 35 7 0 0 37 9 0 0 0 0 0 2 42 1 21 8 1 5 64 1 31 0 35 0 1 9 4 38 1 20 9 14 0 1 16 1 0 11 : 0 0 A M 1 9 9 0 0 1 0 0 0 0 0 0 0 0 9 0 4 2 3 1 3 2 10 0 7 8 3 9 8 8 42 3 2 0 3 6 2 11 : 1 5 A M 5 8 8 0 0 9 3 0 0 0 0 0 0 1 1 4 6 2 1 1 7 6 5 0 1 1 2 5 6 1 1 7 57 3 8 6 4 4 3 11 : 3 0 A M 7 1 0 5 0 0 1 1 2 0 0 0 0 0 0 8 9 7 0 3 1 5 9 10 0 9 0 4 6 1 0 0 49 3 7 1 4 2 0 11 : 4 5 A M 4 1 0 2 0 0 1 0 6 0 0 0 0 0 0 9 8 5 2 6 1 5 0 9 1 9 9 3 9 1 0 9 45 3 6 5 4 1 0 To t a l 17 39 4 0 0 41 1 0 0 0 0 0 0 39 1 22 6 1 3 61 7 34 1 37 9 1 8 0 41 4 19 3 14 4 2 16 3 5 12 : 0 0 P M 5 9 3 0 0 9 8 0 0 0 0 0 0 1 1 0 6 8 0 1 7 8 4 0 9 9 5 9 1 0 3 59 3 7 9 4 3 8 12 : 1 5 P M 6 8 3 0 0 8 9 0 0 0 0 0 0 9 3 7 4 3 1 6 7 17 0 1 2 1 7 7 1 3 8 80 3 9 4 4 7 4 12 : 3 0 P M 6 9 1 0 0 9 7 0 0 0 0 0 0 1 0 7 6 6 2 1 7 3 12 1 7 5 5 2 8 8 54 3 5 8 4 1 2 12 : 4 5 P M 2 9 6 0 0 9 8 0 0 0 0 0 0 9 5 6 9 3 1 6 4 10 0 9 3 5 0 1 0 3 53 3 6 5 4 1 8 To t a l 19 36 3 0 0 38 2 0 0 0 0 0 0 40 5 27 7 8 68 2 43 1 38 8 2 3 8 43 2 24 6 14 9 6 17 4 2 01 : 0 0 P M 4 9 2 0 0 9 6 0 0 0 0 0 0 1 1 7 7 2 3 1 8 9 3 0 1 0 6 6 3 1 0 9 66 3 9 4 4 6 0 01 : 1 5 P M 6 9 6 0 0 1 0 2 0 0 0 0 0 0 9 2 6 0 8 1 5 2 3 1 1 0 8 5 4 1 1 2 62 3 6 6 4 2 8 01 : 3 0 P M 5 1 0 0 0 0 1 0 5 0 0 0 0 0 0 1 1 1 7 1 5 1 8 2 12 0 9 9 5 0 1 1 1 55 3 9 8 4 5 3 01 : 4 5 P M 5 9 9 0 0 1 0 4 0 0 0 0 0 0 8 8 6 5 6 1 5 3 8 0 1 0 2 6 3 1 1 0 69 3 6 7 4 3 6 To t a l 20 38 7 0 0 40 7 0 0 0 0 0 0 40 8 26 8 2 2 67 6 26 1 41 5 2 3 0 44 2 25 2 15 2 5 17 7 7 Gr a n d T o t a l 78 1 5 0 1 0 0 1 5 7 9 0 0 0 0 0 2 1 6 2 5 9 8 9 5 8 2 6 1 6 13 4 3 1 5 3 2 8 4 2 1 6 6 9 90 0 5 8 6 4 6 7 6 4 Ap p r c h % 4. 9 9 5 . 1 0 0 0 0 0. 1 6 2 . 1 3 7 . 8 8 0 . 2 9 1 . 8 To t a l % 1. 3 2 5 . 6 0 2 6 . 9 0 0 0 0 0 2 7 . 7 1 6 . 9 4 4 . 6 2. 3 0 . 1 2 6 . 1 2 8 . 5 13 . 3 8 6 . 7 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 4 5 P M 12 : 4 5 P M 2 9 6 0 9 8 0 0 0 0 0 9 5 6 9 1 6 4 10 0 9 3 1 0 3 36 5 01 : 0 0 P M 4 9 2 0 9 6 0 0 0 0 0 11 7 7 2 1 8 9 3 0 1 0 6 1 0 9 39 4 01 : 1 5 P M 6 96 0 1 0 2 0 0 0 0 0 9 2 6 0 1 5 2 3 1 1 0 8 1 1 2 36 6 01 : 3 0 P M 5 10 0 0 10 5 0 0 0 0 0 1 1 1 7 1 1 8 2 12 0 9 9 1 1 1 39 8 To t a l V o l u m e 17 38 4 0 40 1 0 0 0 0 0 41 5 27 2 68 7 28 1 40 6 43 5 15 2 3 % A p p . T o t a l 4. 2 95 . 8 0 0 0 0 0 60 . 4 39 . 6 6. 4 0. 2 93 . 3 PH F .7 0 8 .9 6 0 .0 0 0 .9 5 5 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .8 8 7 .9 4 4 .9 0 9 .5 8 3 .2 5 0 .9 4 0 .9 7 1 .9 5 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-237 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 38 4 Le f t 17 In Ou t To t a l 44 3 40 1 84 4 Right 0 Thru 0 Left 0 Out TotalIn 290 0 290 Le f t 0 Th r u 41 5 Ri g h t 27 2 Ou t To t a l In 79 0 68 7 14 7 7 Left 28 Thru 1 Right 406 Total OutIn 0 435 435 Pe a k H o u r B e g i n s a t 1 2 : 4 5 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-238 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M +0 m i n s . 2 9 6 0 9 8 0 0 0 0 0 9 5 6 9 1 6 4 10 0 9 3 10 3 +1 5 m i n s . 4 9 2 0 9 6 0 0 0 0 0 11 7 7 2 1 8 9 3 0 1 0 6 10 9 +3 0 m i n s . 6 96 0 1 0 2 0 0 0 0 0 9 2 6 0 1 5 2 3 1 1 0 8 11 2 +4 5 m i n s . 5 10 0 0 10 5 0 0 0 0 0 1 1 1 7 1 1 8 2 12 0 9 9 11 1 To t a l V o l u m e 17 38 4 0 40 1 0 0 0 0 0 41 5 27 2 68 7 28 1 40 6 43 5 % A p p . T o t a l 4. 2 95 . 8 0 0 0 0 0 60 . 4 39 . 6 6. 4 0. 2 93 . 3 PH F .7 0 8 .9 6 0 .0 0 0 .9 5 5 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .8 8 7 .9 4 4 .9 0 9 .5 8 3 .2 5 0 .9 4 0 .9 7 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-239 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 0 1 0 1 0 9 9 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 2 1 2 1 4 5 10 : 3 0 A M 0 1 0 0 1 0 0 0 0 0 0 2 3 1 5 0 0 2 1 2 2 8 1 0 10 : 4 5 A M 0 1 0 0 1 0 0 0 0 0 0 3 1 0 4 0 0 3 1 3 1 8 9 To t a l 0 2 0 0 2 0 0 0 0 0 0 15 4 1 19 0 0 8 3 8 4 29 33 11 : 0 0 A M 0 1 0 0 1 0 0 0 0 0 0 2 1 1 3 0 0 2 0 2 1 6 7 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 0 2 0 4 0 5 5 11 : 3 0 A M 0 3 0 0 3 0 0 0 0 0 0 3 3 0 6 2 0 2 1 4 1 1 3 1 4 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 3 0 2 2 5 2 9 1 1 To t a l 0 4 0 0 4 0 0 0 0 0 0 8 6 1 14 7 0 8 3 15 4 33 37 12 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 3 1 0 4 1 0 4 2 5 2 1 1 1 3 12 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 2 2 0 4 0 0 2 0 2 0 7 7 12 : 3 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 1 1 1 2 0 1 0 3 1 7 8 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 3 1 3 1 8 9 To t a l 0 6 0 0 6 0 0 0 0 0 0 10 4 1 14 3 0 10 3 13 4 33 37 01 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 1 0 6 5 7 5 1 2 1 7 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 2 0 4 2 6 2 1 0 1 2 01 : 3 0 P M 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 2 0 1 1 3 1 6 7 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 2 0 1 0 3 0 6 6 To t a l 1 1 0 0 2 0 0 0 0 0 0 12 1 0 13 7 0 12 8 19 8 34 42 Gr a n d T o t a l 1 1 3 0 0 1 4 0 0 0 0 0 0 4 5 1 5 3 6 0 17 0 3 8 1 7 5 5 20 1 2 9 1 4 9 Ap p r c h % 7. 1 9 2 . 9 0 0 0 0 0 7 5 2 5 30 . 9 0 6 9 . 1 To t a l % 0. 8 1 0 . 1 0 1 0 . 9 0 0 0 0 0 3 4 . 9 1 1 . 6 4 6 . 5 13 . 2 0 2 9 . 5 4 2 . 6 13 . 4 8 6 . 6 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 4 5 P M 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 5 0 5 0 0 3 3 8 01 : 0 0 P M 0 1 0 1 0 0 0 0 0 4 0 4 1 0 6 7 12 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 3 1 4 2 0 4 6 10 01 : 3 0 P M 1 0 0 1 0 0 0 0 0 2 0 2 2 0 1 3 6 To t a l V o l u m e 1 1 0 2 0 0 0 0 0 14 1 15 5 0 14 19 36 % A p p . T o t a l 50 50 0 0 0 0 0 93 . 3 6. 7 26 . 3 0 73 . 7 PH F .2 5 0 .2 5 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 0 0 .2 5 0 .7 5 0 .6 2 5 .0 0 0 .5 8 3 .6 7 9 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-240 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 1 Le f t 1 In Ou t To t a l 19 2 21 Right 0 Thru 0 Left 0 Out TotalIn 2 0 2 Le f t 0 Th r u 14 Ri g h t 1 Ou t To t a l In 15 15 30 Left 5 Thru 0 Right 14 Total OutIn 0 19 19 Pe a k H o u r B e g i n s a t 1 2 : 4 5 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-241 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 5 0 5 0 0 3 3 +1 5 m i n s . 0 1 0 1 0 0 0 0 0 4 0 4 1 0 6 7 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 3 1 4 2 0 4 6 +4 5 m i n s . 1 0 0 1 0 0 0 0 0 2 0 2 2 0 1 3 To t a l V o l u m e 1 1 0 2 0 0 0 0 0 14 1 15 5 0 14 19 % A p p . T o t a l 50 50 0 0 0 0 0 93 . 3 6. 7 26 . 3 0 73 . 7 PH F .2 5 0 .2 5 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 0 0 .2 5 0 .7 5 0 .6 2 5 .0 0 0 .5 8 3 .6 7 9 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-242 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 0 4 4 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 2 2 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 2 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 0 2 0 3 3 To t a l 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 5 1 5 1 10 11 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 3 4 3 4 7 11 : 1 5 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 3 2 4 2 5 7 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 8 5 9 5 11 16 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 2 2 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 2 To t a l 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 0 2 1 2 1 6 7 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 3 1 3 1 4 5 01 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 2 3 2 4 6 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 To t a l 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 6 3 6 3 10 13 Gr a n d T o t a l 0 2 0 0 2 0 0 0 0 0 0 1 2 1 0 1 3 1 0 2 1 1 0 2 2 10 3 7 4 7 Ap p r c h % 0 1 0 0 0 0 0 0 0 9 2 . 3 7 . 7 4. 5 0 9 5 . 5 To t a l % 0 5 . 4 0 5 . 4 0 0 0 0 0 3 2 . 4 2 . 7 3 5 . 1 2. 7 0 5 6 . 8 5 9 . 5 21 . 3 7 8 . 7 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 4 5 P M 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 3 3 4 01 : 1 5 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3 3 4 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 1 0 1 0 0 0 0 0 1 0 1 0 0 7 7 9 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 10 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .5 8 3 .5 8 3 .5 6 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-243 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 1 Le f t 0 In Ou t To t a l 1 1 2 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 1 Ri g h t 0 Ou t To t a l In 8 1 9 Left 0 Thru 0 Right 7 Total OutIn 0 7 7 Pe a k H o u r B e g i n s a t 1 2 : 4 5 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-244 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 3 3 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3 3 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 1 0 1 0 0 0 0 0 1 0 1 0 0 7 7 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 10 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .5 8 3 .5 8 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-245 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 1 1 2 10 : 4 5 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 2 To t a l 0 1 0 0 1 0 0 0 0 0 0 2 2 1 4 0 0 1 0 1 1 6 7 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 2 2 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 1 1 2 3 To t a l 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 2 1 2 1 4 5 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 1 0 0 1 0 0 0 0 0 0 4 4 1 8 0 0 3 1 3 2 1 2 1 4 Ap p r c h % 0 1 0 0 0 0 0 0 0 5 0 5 0 0 0 1 0 0 To t a l % 0 8 . 3 0 8 . 3 0 0 0 0 0 3 3 . 3 3 3 . 3 6 6 . 7 0 0 2 5 2 5 14 . 3 8 5 . 7 Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 4 5 P M 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 2 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 2 % A p p . T o t a l 0 0 0 0 0 0 0 10 0 0 0 0 10 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-246 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r C o o k S t r e e t I-10 Eastbound Off Ramp I-10 Eastbound On Ramp C o o k S t r e e t Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 1 0 1 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 1 Ri g h t 0 Ou t To t a l In 1 1 2 Left 0 Thru 0 Right 1 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 1 2 : 4 5 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-247 Fi l e N a m e : 0 5 _ P L D _ C o o k _ 1 0 E S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : I - 1 0 E a s t b o u n d R a m p s We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d I- 1 0 E a s t b o u n d O n R a m p We s t b o u n d Co o k S t r e e t No r t h b o u n d I- 1 0 E a s t b o u n d O f f R a m p Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 % A p p . T o t a l 0 0 0 0 0 0 0 10 0 0 0 0 10 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-248 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Cook Street I‐10 Eastbound Ramps Cook Street I‐10 Eastbound Ramps Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Cook Street I‐10 Eastbound Ramps Cook Street I‐10 Eastbound Ramps Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Cook Street I‐10 Eastbound Ramps Cook Street I‐10 Eastbound Ramps Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Palm Desert Cook Street I‐10 Eastbound Ramps PEDESTRIANS 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-249 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 3 4:00 PM 4:15 PM 4:30 PM 4:45 PM I‐10 Eastbound Ramps Cook Street Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound 6:30 PM 6:45 PM Cook Street I‐10 Eastbound Ramps Cook Street 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM I‐10 Eastbound Ramps TOTAL VOLUMES: Cook Street I‐10 Eastbound Ramps Cook Street I‐10 Eastbound Ramps Southbound Westbound Northbound Eastbound 5:00 PM Southbound Westbound Northbound Eastbound Cook Street I‐10 Eastbound Ramps Cook Street I‐10 Eastbound Ramps 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-250 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 38 2 0 2 3 3 1 1 2 7 3 6 4 6 3 3 1 7 8 5 65 2 6 7 7 2 3 3 9 88 4 4 3 2 1 1 6 4 31 8 6 1 8 9 2 03 : 1 5 P M 49 1 9 6 5 1 1 9 2 9 6 11 4 0 3 7 1 8 8 8 68 2 5 1 8 4 3 2 7 97 3 7 1 8 0 1 5 2 41 8 6 3 9 0 4 03 : 3 0 P M 36 1 7 4 4 1 2 4 2 5 1 10 3 9 3 5 2 5 8 4 52 2 2 5 1 1 2 2 8 8 84 3 9 1 1 1 1 3 4 52 7 5 7 8 0 9 03 : 4 5 P M 50 2 1 8 4 7 1 5 3 1 5 11 3 9 4 0 2 0 9 0 54 2 5 8 1 1 2 3 2 3 98 7 7 1 9 2 1 9 4 39 9 2 2 9 6 1 To t a l 17 3 79 0 17 2 6 9 11 3 5 38 16 4 14 5 8 0 34 7 23 9 10 0 1 37 1 0 12 7 7 36 7 19 7 80 4 64 4 16 3 34 0 3 35 6 6 04 : 0 0 P M 42 1 5 8 3 9 1 4 2 3 9 24 6 1 3 7 2 2 1 2 2 33 2 4 0 6 3 2 7 9 84 5 4 2 1 1 1 5 9 40 7 9 9 8 3 9 04 : 1 5 P M 41 1 7 6 3 9 2 0 2 5 6 40 5 6 4 7 2 0 1 4 3 57 2 3 6 1 1 5 3 0 4 79 5 9 3 1 0 1 6 9 45 8 7 2 9 1 7 04 : 3 0 P M 46 1 8 1 4 2 2 0 2 6 9 8 5 3 4 2 2 2 1 0 3 46 2 4 0 4 2 2 9 0 91 5 7 2 4 0 1 7 2 44 8 3 4 8 7 8 04 : 4 5 P M 50 1 6 7 4 2 2 2 2 5 9 13 4 5 3 2 2 1 9 0 43 2 3 0 9 6 2 8 2 12 1 6 4 2 0 0 2 0 5 49 8 3 6 8 8 5 To t a l 17 9 68 2 16 2 7 6 10 2 3 85 21 5 15 8 8 5 45 8 17 9 94 6 30 1 6 11 5 5 37 5 23 4 96 1 70 5 17 8 33 4 1 35 1 9 05 : 0 0 P M 50 1 8 1 3 9 1 6 2 7 0 18 4 4 4 1 2 3 1 0 3 41 2 6 1 5 1 3 0 7 13 4 6 9 3 1 4 2 3 4 44 9 1 4 9 5 8 05 : 1 5 P M 37 1 7 0 4 3 1 6 2 5 0 10 3 6 3 6 2 1 8 2 49 2 8 9 7 3 3 4 5 11 4 6 2 2 4 0 2 0 0 40 8 7 7 9 1 7 05 : 3 0 P M 47 1 7 8 3 6 1 1 2 6 1 11 3 5 3 3 2 0 7 9 26 2 1 6 6 3 2 4 8 93 4 4 2 7 0 1 6 4 34 7 5 2 7 8 6 05 : 4 5 P M 32 1 6 5 3 6 1 1 2 3 3 9 3 7 1 9 1 0 6 5 48 1 9 7 3 1 2 4 8 73 4 2 2 3 1 1 3 8 23 6 8 4 7 0 7 To t a l 16 6 69 4 15 4 5 4 10 1 4 48 15 2 12 9 7 4 32 9 16 4 96 3 21 8 11 4 8 41 4 21 7 10 5 5 73 6 14 1 32 2 7 33 6 8 06 : 0 0 P M 30 1 1 6 2 8 1 5 1 7 4 7 3 0 1 7 1 0 5 4 39 1 4 5 5 0 1 8 9 55 3 5 1 7 0 1 0 7 25 5 2 4 5 4 9 06 : 1 5 P M 28 9 7 2 3 1 0 1 4 8 9 2 3 1 2 9 4 4 23 8 4 6 3 1 1 3 60 2 3 1 4 1 9 7 23 4 0 2 4 2 5 06 : 3 0 P M 25 9 6 1 6 5 1 3 7 12 1 9 2 0 1 6 5 1 29 9 9 2 1 1 3 0 47 3 2 1 4 4 9 3 26 4 1 1 4 3 7 06 : 4 5 P M 30 7 8 1 3 5 1 2 1 6 1 5 8 4 2 9 22 7 5 1 1 9 8 47 2 5 1 3 1 8 5 11 3 3 3 3 4 4 To t a l 11 3 38 7 80 3 5 58 0 34 87 57 3 9 17 8 11 3 40 3 14 5 53 0 20 9 11 5 58 6 38 2 85 16 7 0 17 5 5 Gr a n d T o t a l 63 1 2 5 5 3 5 6 8 2 3 4 3 7 5 2 20 5 6 1 8 4 8 9 2 7 8 1 3 1 2 69 5 3 3 1 3 1 0 2 3 9 4 1 1 0 13 6 5 7 6 3 3 3 9 1 6 2 4 6 7 56 7 1 1 6 4 1 1 2 2 0 8 Ap p r c h % 16 . 8 6 8 1 5 . 1 15 . 6 4 7 . 1 3 7 . 3 16 . 9 8 0 . 6 2 . 5 55 . 3 3 0 . 9 1 3 . 7 To t a l % 5. 4 2 1 . 9 4 . 9 3 2 . 2 1. 8 5 . 3 4 . 2 1 1 . 3 6 2 8 . 5 0 . 9 3 5 . 3 11 . 7 6 . 6 2 . 9 2 1 . 2 4. 6 9 5 . 4 Pa s s e n g e r V e h i c l e s 62 0 24 7 0 55 9 38 7 8 20 3 60 4 47 2 15 5 0 68 8 32 3 4 10 0 40 6 0 13 4 8 75 5 33 5 24 5 4 0 0 11 9 4 2 % P a s s e n g e r V e h i c l e s 98 . 3 9 6 . 7 9 8 . 4 9 7 . 9 9 7 . 3 99 9 7 . 7 9 6 . 5 9 7 . 5 9 7 . 5 99 9 7 . 6 9 8 9 7 . 4 9 7 . 9 98 . 8 9 9 9 8 . 8 1 0 0 9 8 . 8 0 0 9 7 . 8 La r g e 2 A x l e V e h i c l e s 10 42 7 64 2 14 14 36 6 57 2 66 15 7 3 25 0 0 19 1 % L a r g e 2 A x l e V e h i c l e s 1. 6 1 . 6 1 . 2 2 . 1 1 . 6 1 2 . 3 2 . 9 2 . 2 2 . 3 0. 9 1 . 7 2 2 . 6 1 . 6 1. 1 0 . 9 0 . 9 0 1 0 0 1 . 6 3 A x l e V e h i c l e s 0 34 0 34 0 0 2 3 0 14 0 14 2 1 0 3 0 0 54 % 3 A x l e V e h i c l e s 0 1 . 3 0 0 0 . 9 0 0 0 . 4 0 . 4 0 . 2 0 0 . 4 0 0 0 . 3 0. 1 0 . 1 0 0 0 . 1 0 0 0 . 4 4+ A x l e T r u c k s 1 7 2 10 0 0 1 1 1 8 0 9 0 0 1 1 0 0 21 % 4 + A x l e T r u c k s 0. 2 0 . 3 0 . 4 0 0 . 3 0 0 0 . 2 0 0 . 1 0. 1 0 . 2 0 0 0 . 2 0 0 0 . 3 0 0 0 0 0 . 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-251 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 46 18 1 42 2 6 9 8 53 4 2 1 0 3 46 2 4 0 4 2 9 0 91 5 7 2 4 1 7 2 83 4 04 : 4 5 P M 50 16 7 4 2 2 5 9 13 4 5 3 2 9 0 43 2 3 0 9 28 2 12 1 6 4 2 0 2 0 5 83 6 05 : 0 0 P M 50 1 8 1 3 9 27 0 18 44 4 1 1 0 3 41 2 6 1 5 3 0 7 13 4 6 9 3 1 2 3 4 91 4 05 : 1 5 P M 37 1 7 0 43 25 0 10 3 6 3 6 8 2 49 2 8 9 7 34 5 11 4 6 2 2 4 2 0 0 87 7 To t a l V o l u m e 18 3 69 9 16 6 10 4 8 49 17 8 15 1 37 8 17 9 10 2 0 25 12 2 4 46 0 25 2 99 81 1 34 6 1 % A p p . T o t a l 17 . 5 66 . 7 15 . 8 13 47 . 1 39 . 9 14 . 6 83 . 3 2 56 . 7 31 . 1 12 . 2 PH F .9 1 5 .9 6 5 .9 6 5 .9 7 0 .6 8 1 .8 4 0 .8 9 9 .9 1 7 .9 1 3 .8 8 2 .6 9 4 .8 8 7 .8 5 8 .9 1 3 .7 9 8 .8 6 6 .9 4 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-252 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 16 6 Th r u 69 9 Le f t 18 3 In Ou t To t a l 16 3 1 10 4 8 26 7 9 Right 151 Thru 178 Left 49 Out TotalIn 460 378 838 Le f t 17 9 Th r u 10 2 0 Ri g h t 25 Ou t To t a l In 84 7 12 2 4 20 7 1 Left 460 Thru 252 Right 99 Total OutIn 523 811 1334 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-253 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 4 5 P M 03 : 0 0 P M 04 : 3 0 P M +0 m i n s . 38 2 0 2 3 3 2 7 3 11 3 9 4 0 9 0 65 26 7 7 33 9 91 5 7 2 4 17 2 +1 5 m i n s . 49 1 9 6 51 29 6 24 61 37 1 2 2 68 25 1 8 3 2 7 12 1 6 4 2 0 20 5 +3 0 m i n s . 36 1 7 4 4 1 2 5 1 40 56 47 1 4 3 52 2 2 5 11 28 8 13 4 6 9 3 1 23 4 +4 5 m i n s . 50 2 1 8 47 31 5 8 5 3 4 2 1 0 3 54 2 5 8 1 1 3 2 3 11 4 6 2 2 4 20 0 To t a l V o l u m e 17 3 79 0 17 2 11 3 5 83 20 9 16 6 45 8 23 9 10 0 1 37 12 7 7 46 0 25 2 99 81 1 % A p p . T o t a l 15 . 2 69 . 6 15 . 2 18 . 1 45 . 6 36 . 2 18 . 7 78 . 4 2. 9 56 . 7 31 . 1 12 . 2 PH F .8 6 5 .9 0 6 .8 4 3 .9 0 1 .5 1 9 .8 5 7 .8 8 3 .8 0 1 .8 7 9 .9 3 7 .8 4 1 .9 4 2 .8 5 8 .9 1 3 .7 9 8 .8 6 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-254 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 38 1 9 5 3 1 1 0 2 6 4 6 4 1 3 1 1 7 7 8 65 2 6 0 7 2 3 3 2 84 4 4 3 2 1 1 6 0 30 8 3 4 8 6 4 03 : 1 5 P M 46 1 8 9 4 8 1 9 2 8 3 10 4 0 3 7 1 8 8 7 68 2 4 1 8 4 3 1 7 94 3 7 1 8 0 1 4 9 41 8 3 6 8 7 7 03 : 3 0 P M 36 1 6 9 4 0 2 3 2 4 5 10 3 8 3 5 2 5 8 3 50 2 1 9 1 1 2 2 8 0 82 3 8 1 1 1 1 3 1 51 7 3 9 7 9 0 03 : 4 5 P M 48 2 1 6 4 7 1 5 3 1 1 11 3 9 3 7 1 8 8 7 51 2 4 7 1 1 2 3 0 9 97 7 6 1 8 2 1 9 1 37 8 9 8 9 3 5 To t a l 16 8 76 9 16 6 6 7 11 0 3 37 15 8 14 0 7 8 33 5 23 4 96 7 37 1 0 12 3 8 35 7 19 5 79 4 63 1 15 9 33 0 7 34 6 6 04 : 0 0 P M 40 1 5 2 3 9 1 4 2 3 1 24 6 0 3 3 1 9 1 1 7 32 2 3 6 5 2 2 7 3 83 5 3 1 9 1 1 5 5 36 7 7 6 8 1 2 04 : 1 5 P M 41 1 7 2 3 9 2 0 2 5 2 40 5 6 4 5 2 0 1 4 1 56 2 2 7 1 1 5 2 9 4 76 5 8 3 1 0 1 6 5 45 8 5 2 8 9 7 04 : 3 0 P M 44 1 6 8 4 2 2 0 2 5 4 8 5 2 4 2 2 2 1 0 2 46 2 3 1 4 2 2 8 1 91 5 7 2 3 0 1 7 1 44 8 0 8 8 5 2 04 : 4 5 P M 49 1 6 2 4 2 2 2 2 5 3 13 4 2 3 0 2 0 8 5 43 2 2 5 9 6 2 7 7 12 0 6 3 2 0 0 2 0 3 48 8 1 8 8 6 6 To t a l 17 4 65 4 16 2 7 6 99 0 85 21 0 15 0 8 1 44 5 17 7 91 9 29 1 5 11 2 5 37 0 23 1 93 1 69 4 17 3 32 5 4 34 2 7 05 : 0 0 P M 50 1 7 0 3 9 1 6 2 5 9 18 4 3 4 0 2 3 1 0 1 41 2 6 1 4 1 3 0 6 13 4 6 7 3 1 4 2 3 2 44 8 9 8 9 4 2 05 : 1 5 P M 37 1 6 6 4 2 1 5 2 4 5 10 3 5 3 6 2 1 8 1 49 2 8 3 7 3 3 3 9 11 3 6 1 2 4 0 1 9 8 39 8 6 3 9 0 2 05 : 3 0 P M 47 1 7 0 3 5 1 0 2 5 2 11 3 4 3 2 1 9 7 7 26 2 1 4 6 3 2 4 6 93 4 4 2 7 0 1 6 4 32 7 3 9 7 7 1 05 : 4 5 P M 32 1 6 2 3 5 1 0 2 2 9 8 3 7 1 8 1 0 6 3 48 1 9 4 3 1 2 4 5 73 4 2 2 3 1 1 3 8 22 6 7 5 6 9 7 To t a l 16 6 66 8 15 1 5 1 98 5 47 14 9 12 6 7 3 32 2 16 4 95 2 20 8 11 3 6 41 3 21 4 10 5 5 73 2 13 7 31 7 5 33 1 2 06 : 0 0 P M 30 1 1 3 2 8 1 5 1 7 1 7 3 0 1 6 1 0 5 3 39 1 4 4 5 0 1 8 8 55 3 5 1 7 0 1 0 7 25 5 1 9 5 4 4 06 : 1 5 P M 28 9 4 2 3 1 0 1 4 5 9 2 3 1 2 9 4 4 23 8 3 6 3 1 1 2 59 2 3 1 4 1 9 6 23 3 9 7 4 2 0 06 : 3 0 P M 24 9 5 1 6 5 1 3 5 12 1 9 2 0 1 6 5 1 29 9 6 2 1 1 2 7 47 3 2 1 4 4 9 3 26 4 0 6 4 3 2 06 : 4 5 P M 30 7 7 1 3 5 1 2 0 6 1 5 8 4 2 9 22 7 3 1 1 9 6 47 2 5 1 3 1 8 5 11 3 3 0 3 4 1 To t a l 11 2 37 9 80 3 5 57 1 34 87 56 3 9 17 7 11 3 39 6 14 5 52 3 20 8 11 5 58 6 38 1 85 16 5 2 17 3 7 Gr a n d T o t a l 62 0 2 4 7 0 5 5 9 2 2 9 3 6 4 9 20 3 6 0 4 4 7 2 2 7 1 1 2 7 9 68 8 3 2 3 4 1 0 0 3 8 4 0 2 2 13 4 8 7 5 5 3 3 5 1 6 2 4 3 8 55 4 1 1 3 8 8 1 1 9 4 2 Ap p r c h % 17 6 7 . 7 1 5 . 3 15 . 9 4 7 . 2 3 6 . 9 17 . 1 8 0 . 4 2 . 5 55 . 3 3 1 1 3 . 7 To t a l % 5. 4 2 1 . 7 4 . 9 3 2 1. 8 5 . 3 4 . 1 1 1 . 2 6 2 8 . 4 0 . 9 3 5 . 3 11 . 8 6 . 6 2 . 9 2 1 . 4 4. 6 9 5 . 4 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 44 1 6 8 42 25 4 8 52 4 2 1 0 2 46 2 3 1 4 2 8 1 91 5 7 2 3 1 7 1 80 8 04 : 4 5 P M 49 1 6 2 4 2 2 5 3 13 4 2 3 0 8 5 43 2 2 5 9 27 7 12 0 6 3 2 0 2 0 3 81 8 05 : 0 0 P M 50 1 7 0 39 25 9 18 43 4 0 1 0 1 41 2 6 1 4 3 0 6 13 4 6 7 3 1 2 3 2 89 8 05 : 1 5 P M 37 1 6 6 4 2 2 4 5 10 3 5 3 6 8 1 49 2 8 3 7 33 9 11 3 6 1 2 4 1 9 8 86 3 To t a l V o l u m e 18 0 66 6 16 5 10 1 1 49 17 2 14 8 36 9 17 9 10 0 0 24 12 0 3 45 8 24 8 98 80 4 33 8 7 % A p p . T o t a l 17 . 8 65 . 9 16 . 3 13 . 3 46 . 6 40 . 1 14 . 9 83 . 1 2 57 30 . 8 12 . 2 PH F .9 0 0 .9 7 9 .9 8 2 .9 7 6 .6 8 1 .8 2 7 .8 8 1 .9 0 4 .9 1 3 .8 8 3 .6 6 7 .8 8 7 .8 5 4 .9 2 5 .7 9 0 .8 6 6 .9 4 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-255 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 16 5 Th r u 66 6 Le f t 18 0 In Ou t To t a l 16 0 6 10 1 1 26 1 7 Right 148 Thru 172 Left 49 Out TotalIn 452 369 821 Le f t 17 9 Th r u 10 0 0 Ri g h t 24 Ou t To t a l In 81 3 12 0 3 20 1 6 Left 458 Thru 248 Right 98 Total OutIn 516 804 1320 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-256 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 44 1 6 8 42 25 4 8 52 4 2 1 0 2 46 2 3 1 4 2 8 1 91 5 7 2 3 17 1 +1 5 m i n s . 49 1 6 2 4 2 2 5 3 13 4 2 3 0 8 5 43 2 2 5 9 27 7 12 0 6 3 2 0 20 3 +3 0 m i n s . 50 1 7 0 39 25 9 18 43 4 0 1 0 1 41 2 6 1 4 3 0 6 13 4 6 7 3 1 23 2 +4 5 m i n s . 37 1 6 6 4 2 2 4 5 10 3 5 3 6 8 1 49 2 8 3 7 33 9 11 3 6 1 2 4 19 8 To t a l V o l u m e 18 0 66 6 16 5 10 1 1 49 17 2 14 8 36 9 17 9 10 0 0 24 12 0 3 45 8 24 8 98 80 4 % A p p . T o t a l 17 . 8 65 . 9 16 . 3 13 . 3 46 . 6 40 . 1 14 . 9 83 . 1 2 57 30 . 8 12 . 2 PH F .9 0 0 .9 7 9 .9 8 2 .9 7 6 .6 8 1 .8 2 7 .8 8 1 .9 0 4 .9 1 3 .8 8 3 .6 6 7 .8 8 7 .8 5 4 .9 2 5 .7 9 0 .8 6 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-257 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 6 1 1 7 0 5 2 0 7 0 6 0 0 6 3 0 0 0 3 1 2 3 2 4 03 : 1 5 P M 3 3 2 0 8 1 0 0 0 1 0 8 0 0 8 3 0 0 0 3 0 2 0 2 0 03 : 3 0 P M 0 4 1 1 5 0 1 0 0 1 2 3 0 0 5 1 1 0 0 2 1 1 3 1 4 03 : 4 5 P M 2 2 0 0 4 0 0 3 2 3 2 6 0 0 8 1 1 1 0 3 2 1 8 2 0 To t a l 5 15 4 2 24 1 6 5 2 12 4 23 0 0 27 8 2 1 0 11 4 74 78 04 : 0 0 P M 2 4 0 0 6 0 1 3 2 4 1 2 1 1 4 1 1 2 0 4 3 1 8 2 1 04 : 1 5 P M 0 2 0 0 2 0 0 2 0 2 1 7 0 0 8 3 1 0 0 4 0 1 6 1 6 04 : 3 0 P M 2 6 0 0 8 0 1 0 0 1 0 5 0 0 5 0 0 0 0 0 0 1 4 1 4 04 : 4 5 P M 0 2 0 0 2 0 3 2 1 5 0 5 0 0 5 1 0 0 0 1 1 1 3 1 4 To t a l 4 14 0 0 18 0 5 7 3 12 2 19 1 1 22 5 2 2 0 9 4 61 65 05 : 0 0 P M 0 2 0 0 2 0 1 0 0 1 0 0 1 0 1 0 2 0 0 2 0 6 6 05 : 1 5 P M 0 1 1 1 2 0 1 0 0 1 0 5 0 0 5 1 1 0 0 2 1 1 0 1 1 05 : 3 0 P M 0 5 1 1 6 0 1 1 1 2 0 1 0 0 1 0 0 0 0 0 2 9 1 1 05 : 4 5 P M 0 2 1 1 3 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 1 7 8 To t a l 0 10 3 3 13 1 3 1 1 5 0 9 1 0 10 1 3 0 0 4 4 32 36 06 : 0 0 P M 0 1 0 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 3 3 06 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 3 3 06 : 3 0 P M 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 06 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 To t a l 1 3 0 0 4 0 0 1 0 1 0 6 0 0 6 1 0 0 0 1 0 12 12 Gr a n d T o t a l 10 4 2 7 5 5 9 2 1 4 1 4 6 3 0 6 5 7 2 1 6 5 15 7 3 0 2 5 12 1 7 9 1 9 1 Ap p r c h % 16 . 9 7 1 . 2 1 1 . 9 6. 7 4 6 . 7 4 6 . 7 9. 2 8 7 . 7 3 . 1 60 2 8 1 2 To t a l % 5. 6 2 3 . 5 3 . 9 3 3 1. 1 7 . 8 7 . 8 1 6 . 8 3. 4 3 1 . 8 1 . 1 3 6 . 3 8. 4 3 . 9 1 . 7 1 4 6. 3 9 3 . 7 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 2 6 0 8 0 1 0 1 0 5 0 5 0 0 0 0 14 04 : 4 5 P M 0 2 0 2 0 3 2 5 0 5 0 5 1 0 0 1 13 05 : 0 0 P M 0 2 0 2 0 1 0 1 0 0 1 1 0 2 0 2 6 05 : 1 5 P M 0 1 1 2 0 1 0 1 0 5 0 5 1 1 0 2 10 To t a l V o l u m e 2 11 1 14 0 6 2 8 0 15 1 16 2 3 0 5 43 % A p p . T o t a l 14 . 3 78 . 6 7. 1 0 75 25 0 93 . 8 6. 2 40 60 0 PH F .2 5 0 .4 5 8 .2 5 0 .4 3 8 .0 0 0 .5 0 0 .2 5 0 .4 0 0 .0 0 0 .7 5 0 .2 5 0 .8 0 0 .5 0 0 .3 7 5 .0 0 0 .6 2 5 .7 6 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-258 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 1 Th r u 11 Le f t 2 In Ou t To t a l 19 14 33 Right 2 Thru 6 Left 0 Out TotalIn 6 8 14 Le f t 0 Th r u 15 Ri g h t 1 Ou t To t a l In 11 16 27 Left 2 Thru 3 Right 0 Total OutIn 7 5 12 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-259 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 2 6 0 8 0 1 0 1 0 5 0 5 0 0 0 0 +1 5 m i n s . 0 2 0 2 0 3 2 5 0 5 0 5 1 0 0 1 +3 0 m i n s . 0 2 0 2 0 1 0 1 0 0 1 1 0 2 0 2 +4 5 m i n s . 0 1 1 2 0 1 0 1 0 5 0 5 1 1 0 2 To t a l V o l u m e 2 11 1 14 0 6 2 8 0 15 1 16 2 3 0 5 % A p p . T o t a l 14 . 3 78 . 6 7. 1 0 75 25 0 93 . 8 6. 2 40 60 0 PH F .2 5 0 .4 5 8 .2 5 0 .4 3 8 .0 0 0 .5 0 0 .2 5 0 .4 0 0 .0 0 0 .7 5 0 .2 5 0 .8 0 0 .5 0 0 .3 7 5 .0 0 0 .6 2 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-260 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 2 2 03 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 03 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 4 4 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 4 4 To t a l 0 3 0 0 3 0 0 0 0 0 0 8 0 0 8 2 0 0 0 2 0 13 13 04 : 0 0 P M 0 1 0 0 1 0 0 1 1 1 0 2 0 0 2 0 0 0 0 0 1 4 5 04 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 04 : 3 0 P M 0 5 0 0 5 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 8 8 04 : 4 5 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 4 4 To t a l 0 11 0 0 11 0 0 1 1 1 0 6 0 0 6 0 1 0 0 1 1 19 20 05 : 0 0 P M 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 9 05 : 1 5 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 05 : 3 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 05 : 4 5 P M 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 2 To t a l 0 16 0 0 16 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 17 17 06 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 06 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 Gr a n d T o t a l 0 3 4 0 0 3 4 0 0 2 1 2 0 1 4 0 0 1 4 2 1 0 0 3 1 5 3 5 4 Ap p r c h % 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 66 . 7 3 3 . 3 0 To t a l % 0 6 4 . 2 0 6 4 . 2 0 0 3 . 8 3 . 8 0 2 6 . 4 0 2 6 . 4 3. 8 1 . 9 0 5 . 7 1. 9 9 8 . 1 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 0 5 0 5 0 0 0 0 0 3 0 3 0 0 0 0 8 04 : 4 5 P M 0 3 0 3 0 0 0 0 0 0 0 0 0 1 0 1 4 05 : 0 0 P M 0 9 0 9 0 0 0 0 0 0 0 0 0 0 0 0 9 05 : 1 5 P M 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 To t a l V o l u m e 0 20 0 20 0 0 0 0 0 3 0 3 0 1 0 1 24 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 10 0 0 PH F .0 0 0 .5 5 6 .0 0 0 .5 5 6 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .6 6 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-261 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 0 Th r u 20 Le f t 0 In Ou t To t a l 3 20 23 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 3 Ri g h t 0 Ou t To t a l In 20 3 23 Left 0 Thru 1 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-262 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 0 5 0 5 0 0 0 0 0 3 0 3 0 0 0 0 +1 5 m i n s . 0 3 0 3 0 0 0 0 0 0 0 0 0 1 0 1 +3 0 m i n s . 0 9 0 9 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 20 0 20 0 0 0 0 0 3 0 3 0 1 0 1 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 10 0 0 PH F .0 0 0 .5 5 6 .0 0 0 .5 5 6 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-263 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 03 : 1 5 P M 0 2 1 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 4 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 2 2 To t a l 0 3 2 0 5 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 9 9 04 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 4 4 04 : 4 5 P M 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 1 3 0 0 4 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 7 7 05 : 0 0 P M 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 0 3 3 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 Gr a n d T o t a l 1 7 2 0 1 0 0 0 1 0 1 1 8 0 0 9 0 0 1 0 1 0 2 1 2 1 Ap p r c h % 10 7 0 2 0 0 0 1 0 0 11 . 1 8 8 . 9 0 0 0 1 0 0 To t a l % 4. 8 3 3 . 3 9 . 5 4 7 . 6 0 0 4 . 8 4 . 8 4. 8 3 8 . 1 0 4 2 . 9 0 0 4 . 8 4 . 8 0 1 0 0 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 4 : 3 0 P M 04 : 3 0 P M 0 2 0 2 0 0 0 0 0 1 0 1 0 0 1 1 4 04 : 4 5 P M 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 05 : 0 0 P M 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 To t a l V o l u m e 1 2 0 3 0 0 1 1 0 2 0 2 0 0 1 1 7 % A p p . T o t a l 33 . 3 66 . 7 0 0 0 10 0 0 10 0 0 0 0 10 0 PH F .2 5 0 .2 5 0 .0 0 0 .3 7 5 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .4 3 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-264 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 0 Th r u 2 Le f t 1 In Ou t To t a l 3 3 6 Right 1 Thru 0 Left 0 Out TotalIn 1 1 2 Le f t 0 Th r u 2 Ri g h t 0 Ou t To t a l In 3 2 5 Left 0 Thru 0 Right 1 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 4 : 3 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-265 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 4 : 3 0 P M t o 0 5 : 1 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M 04 : 3 0 P M +0 m i n s . 0 2 0 2 0 0 0 0 0 1 0 1 0 0 1 1 +1 5 m i n s . 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 To t a l V o l u m e 1 2 0 3 0 0 1 1 0 2 0 2 0 0 1 1 % A p p . T o t a l 33 . 3 66 . 7 0 0 0 10 0 0 10 0 0 0 0 10 0 PH F .2 5 0 .2 5 0 .0 0 0 .3 7 5 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-266 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 47 1 8 9 3 7 1 4 2 7 3 11 4 9 2 8 1 9 8 8 40 2 2 5 7 1 2 7 2 79 5 2 3 5 2 1 6 6 36 7 9 9 8 3 5 03 : 1 5 P M 47 1 9 9 4 0 1 1 2 8 6 11 3 9 4 2 2 5 9 2 59 2 5 5 9 4 3 2 3 83 5 3 2 6 0 1 6 2 40 8 6 3 9 0 3 03 : 3 0 P M 52 1 9 1 4 6 1 8 2 8 9 18 4 3 4 1 2 4 1 0 2 49 2 3 2 5 2 2 8 6 11 1 5 2 3 5 0 1 9 8 44 8 7 5 9 1 9 03 : 4 5 P M 49 1 9 3 4 0 1 4 2 8 2 18 4 5 3 6 1 7 9 9 63 2 2 6 7 2 2 9 6 71 4 7 3 1 1 1 4 9 34 8 2 6 8 6 0 To t a l 19 5 77 2 16 3 5 7 11 3 0 58 17 6 14 7 8 5 38 1 21 1 93 8 28 9 11 7 7 34 4 20 4 12 7 3 67 5 15 4 33 6 3 35 1 7 04 : 0 0 P M 36 1 5 4 4 1 1 8 2 3 1 12 4 6 4 1 2 9 9 9 50 2 0 8 9 3 2 6 7 78 5 1 3 9 2 1 6 8 52 7 6 5 8 1 7 04 : 1 5 P M 49 1 8 2 3 9 1 1 2 7 0 27 4 6 3 7 2 3 1 1 0 46 1 9 2 8 2 2 4 6 93 4 9 4 5 0 1 8 7 36 8 1 3 8 4 9 04 : 3 0 P M 46 1 8 3 3 6 9 2 6 5 18 3 9 5 3 2 8 1 1 0 55 1 9 3 5 3 2 5 3 83 5 7 3 2 0 1 7 2 40 8 0 0 8 4 0 04 : 4 5 P M 48 1 9 9 4 1 1 4 2 8 8 24 3 8 3 4 2 0 9 6 54 2 1 3 9 4 2 7 6 94 4 4 2 2 1 1 6 0 39 8 2 0 8 5 9 To t a l 17 9 71 8 15 7 5 2 10 5 4 81 16 9 16 5 1 0 0 41 5 20 5 80 6 31 1 2 10 4 2 34 8 20 1 13 8 3 68 7 16 7 31 9 8 33 6 5 05 : 0 0 P M 43 1 5 1 4 0 2 1 2 3 4 12 4 1 3 7 1 8 9 0 37 2 4 0 5 3 2 8 2 12 7 5 9 2 4 0 2 1 0 42 8 1 6 8 5 8 05 : 1 5 P M 42 1 6 6 4 2 1 1 2 5 0 11 4 1 2 6 1 5 7 8 38 2 1 4 2 1 2 5 4 90 5 4 3 0 0 1 7 4 27 7 5 6 7 8 3 05 : 3 0 P M 36 1 6 8 3 9 1 5 2 4 3 17 3 9 3 6 2 3 9 2 40 1 7 3 7 5 2 2 0 80 4 2 2 1 1 1 4 3 44 6 9 8 7 4 2 05 : 4 5 P M 45 1 7 6 1 9 1 2 2 4 0 8 3 1 1 0 8 4 9 29 1 4 5 4 2 1 7 8 69 3 3 1 1 0 1 1 3 22 5 8 0 6 0 2 To t a l 16 6 66 1 14 0 5 9 96 7 48 15 2 10 9 6 4 30 9 14 4 77 2 18 1 1 93 4 36 6 18 8 86 1 64 0 13 5 28 5 0 29 8 5 06 : 0 0 P M 34 1 1 4 2 2 1 3 1 7 0 7 2 5 1 4 1 0 4 6 29 1 4 5 3 1 1 7 7 56 2 4 1 8 0 9 8 24 4 9 1 5 1 5 06 : 1 5 P M 28 1 2 6 1 7 7 1 7 1 5 2 0 1 4 1 0 3 9 27 1 0 9 2 0 1 3 8 39 2 0 2 0 0 7 9 17 4 2 7 4 4 4 06 : 3 0 P M 26 1 2 9 2 3 8 1 7 8 2 2 5 2 1 1 5 4 8 26 9 0 3 1 1 1 9 42 2 5 2 5 0 9 2 24 4 3 7 4 6 1 06 : 4 5 P M 28 1 1 7 1 6 6 1 6 1 6 1 6 1 1 8 3 3 26 8 0 2 0 1 0 8 27 3 0 1 6 0 7 3 14 3 7 5 3 8 9 To t a l 11 6 48 6 78 3 4 68 0 20 86 60 4 3 16 6 10 8 42 4 10 2 54 2 16 4 99 79 0 34 2 79 17 3 0 18 0 9 Gr a n d T o t a l 65 6 2 6 3 7 5 3 8 2 0 2 3 8 3 1 20 7 5 8 3 4 8 1 2 9 2 1 2 7 1 66 8 2 9 4 0 8 7 3 4 3 6 9 5 12 2 2 6 9 2 4 3 0 7 2 3 4 4 53 5 1 1 1 4 1 1 1 6 7 6 Ap p r c h % 17 . 1 6 8 . 8 1 4 16 . 3 4 5 . 9 3 7 . 8 18 . 1 7 9 . 6 2 . 4 52 . 1 2 9 . 5 1 8 . 3 To t a l % 5. 9 2 3 . 7 4 . 8 3 4 . 4 1. 9 5 . 2 4 . 3 1 1 . 4 6 2 6 . 4 0 . 8 3 3 . 2 11 6 . 2 3 . 9 2 1 4. 6 9 5 . 4 Pa s s e n g e r V e h i c l e s 64 7 25 5 6 52 5 39 2 7 20 6 57 0 46 1 15 2 0 66 1 28 6 5 84 36 4 4 12 0 6 68 6 42 3 23 2 1 0 0 11 4 1 2 % P a s s e n g e r V e h i c l e s 98 . 6 9 6 . 9 9 7 . 6 9 8 . 5 9 7 . 4 99 . 5 9 7 . 8 9 5 . 8 9 6 . 9 9 7 . 2 99 9 7 . 4 9 6 . 6 1 0 0 9 7 . 7 98 . 7 9 9 . 1 9 8 . 4 8 5 . 7 9 8 . 7 0 0 9 7 . 7 La r g e 2 A x l e V e h i c l e s 7 40 10 60 1 13 16 37 5 58 3 66 13 6 7 27 0 0 19 0 % L a r g e 2 A x l e V e h i c l e s 1. 1 1 . 5 1 . 9 1 . 5 1 . 5 0. 5 2 . 2 3 . 3 2 . 4 2 . 4 0. 7 2 3 . 4 0 1 . 8 1. 1 0 . 9 1 . 6 1 4 . 3 1 . 1 0 0 1 . 6 3 A x l e V e h i c l e s 2 34 2 38 0 0 3 4 0 5 0 5 1 0 0 1 0 0 48 % 3 A x l e V e h i c l e s 0. 3 1 . 3 0 . 4 0 0 . 9 0 0 0 . 6 0 . 3 0 . 3 0 0 . 2 0 0 0 . 1 0. 1 0 0 0 0 0 0 0 . 4 4+ A x l e T r u c k s 0 7 1 8 0 0 1 2 2 12 0 14 2 0 0 2 0 0 26 % 4 + A x l e T r u c k s 0 0 . 3 0 . 2 0 0 . 2 0 0 0 . 2 0 . 3 0 . 1 0. 3 0 . 4 0 0 0 . 4 0. 2 0 0 0 0 . 1 0 0 0 . 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-267 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 47 1 8 9 3 7 2 7 3 11 49 28 8 8 40 2 2 5 7 2 7 2 79 5 2 35 16 6 79 9 03 : 1 5 P M 47 19 9 40 2 8 6 11 3 9 42 92 59 25 5 9 3 2 3 83 53 26 1 6 2 86 3 03 : 3 0 P M 52 19 1 46 2 8 9 18 43 4 1 10 2 49 2 3 2 5 2 8 6 11 1 52 3 5 19 8 87 5 03 : 4 5 P M 49 1 9 3 4 0 2 8 2 18 4 5 3 6 9 9 63 22 6 7 2 9 6 71 4 7 3 1 1 4 9 82 6 To t a l V o l u m e 19 5 77 2 16 3 11 3 0 58 17 6 14 7 38 1 21 1 93 8 28 11 7 7 34 4 20 4 12 7 67 5 33 6 3 % A p p . T o t a l 17 . 3 68 . 3 14 . 4 15 . 2 46 . 2 38 . 6 17 . 9 79 . 7 2. 4 51 30 . 2 18 . 8 PH F .9 3 8 .9 7 0 .8 8 6 .9 7 8 .8 0 6 .8 9 8 .8 7 5 .9 3 4 .8 3 7 .9 2 0 .7 7 8 .9 1 1 .7 7 5 .9 6 2 .9 0 7 .8 5 2 .9 6 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-268 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 16 3 Th r u 77 2 Le f t 19 5 In Ou t To t a l 14 2 9 11 3 0 25 5 9 Right 147 Thru 176 Left 58 Out TotalIn 427 381 808 Le f t 21 1 Th r u 93 8 Ri g h t 28 Ou t To t a l In 95 7 11 7 7 21 3 4 Left 344 Thru 204 Right 127 Total OutIn 550 675 1225 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-269 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 4 5 P M 03 : 0 0 P M 04 : 1 5 P M +0 m i n s . 47 1 8 9 3 7 2 7 3 18 4 5 3 6 9 9 40 2 2 5 7 2 7 2 93 4 9 45 18 7 +1 5 m i n s . 47 19 9 40 2 8 6 12 46 41 9 9 59 25 5 9 3 2 3 83 5 7 3 2 17 2 +3 0 m i n s . 52 19 1 46 2 8 9 27 46 3 7 11 0 49 2 3 2 5 2 8 6 94 4 4 2 2 16 0 +4 5 m i n s . 49 1 9 3 4 0 2 8 2 18 3 9 53 11 0 63 22 6 7 2 9 6 12 7 5 9 24 21 0 To t a l V o l u m e 19 5 77 2 16 3 11 3 0 75 17 6 16 7 41 8 21 1 93 8 28 11 7 7 39 7 20 9 12 3 72 9 % A p p . T o t a l 17 . 3 68 . 3 14 . 4 17 . 9 42 . 1 40 17 . 9 79 . 7 2. 4 54 . 5 28 . 7 16 . 9 PH F .9 3 8 .9 7 0 .8 8 6 .9 7 8 .6 9 4 .9 5 7 .7 8 8 .9 5 0 .8 3 7 .9 2 0 .7 7 8 .9 1 1 .7 8 1 .8 8 6 .6 8 3 .8 6 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-270 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 46 1 7 9 3 3 1 4 2 5 8 11 4 7 2 8 1 9 8 6 39 2 1 7 6 1 2 6 2 76 5 1 3 2 1 1 5 9 35 7 6 5 8 0 0 03 : 1 5 P M 45 1 9 2 3 9 1 1 2 7 6 11 3 8 4 0 2 4 8 9 57 2 4 0 8 4 3 0 5 80 5 2 2 6 0 1 5 8 39 8 2 8 8 6 7 03 : 3 0 P M 50 1 8 4 4 5 1 8 2 7 9 17 4 3 4 0 2 4 1 0 0 49 2 2 8 5 2 2 8 2 11 0 5 0 3 4 0 1 9 4 44 8 5 5 8 9 9 03 : 4 5 P M 49 1 9 0 3 8 1 4 2 7 7 18 4 3 3 4 1 6 9 5 62 2 1 9 7 2 2 8 8 69 4 6 3 0 1 1 4 5 33 8 0 5 8 3 8 To t a l 19 0 74 5 15 5 5 7 10 9 0 57 17 1 14 2 8 3 37 0 20 7 90 4 26 9 11 3 7 33 5 19 9 12 2 2 65 6 15 1 32 5 3 34 0 4 04 : 0 0 P M 36 1 5 0 4 0 1 8 2 2 6 12 4 5 3 8 2 7 9 5 49 2 0 2 8 3 2 5 9 78 5 1 3 9 2 1 6 8 50 7 4 8 7 9 8 04 : 1 5 P M 48 1 7 7 3 9 1 1 2 6 4 27 4 3 3 5 2 2 1 0 5 44 1 8 8 8 2 2 4 0 92 4 9 4 4 0 1 8 5 35 7 9 4 8 2 9 04 : 3 0 P M 45 1 7 7 3 5 9 2 5 7 18 3 8 4 9 2 7 1 0 5 55 1 8 8 5 3 2 4 8 82 5 7 3 2 0 1 7 1 39 7 8 1 8 2 0 04 : 4 5 P M 47 1 8 9 4 0 1 3 2 7 6 24 3 5 3 3 2 0 9 2 54 2 0 8 9 4 2 7 1 94 4 4 2 2 1 1 6 0 38 7 9 9 8 3 7 To t a l 17 6 69 3 15 4 5 1 10 2 3 81 16 1 15 5 9 6 39 7 20 2 78 6 30 1 2 10 1 8 34 6 20 1 13 7 3 68 4 16 2 31 2 2 32 8 4 05 : 0 0 P M 43 1 4 7 3 9 2 0 2 2 9 12 4 1 3 7 1 8 9 0 37 2 3 6 5 3 2 7 8 12 6 5 9 2 4 0 2 0 9 41 8 0 6 8 4 7 05 : 1 5 P M 41 1 5 9 4 2 1 1 2 4 2 11 4 1 2 6 1 5 7 8 38 2 1 0 2 1 2 5 0 89 5 4 3 0 0 1 7 3 27 7 4 3 7 7 0 05 : 3 0 P M 36 1 6 0 3 8 1 4 2 3 4 17 3 9 3 5 2 3 9 1 40 1 7 1 7 5 2 1 8 79 4 1 2 0 1 1 4 0 43 6 8 3 7 2 6 05 : 4 5 P M 45 1 7 3 1 9 1 2 2 3 7 8 3 1 9 7 4 8 29 1 4 3 4 2 1 7 6 68 3 3 1 1 0 1 1 2 21 5 7 3 5 9 4 To t a l 16 5 63 9 13 8 5 7 94 2 48 15 2 10 7 6 3 30 7 14 4 76 0 18 1 1 92 2 36 2 18 7 85 1 63 4 13 2 28 0 5 29 3 7 06 : 0 0 P M 34 1 1 1 2 2 1 3 1 6 7 7 2 5 1 4 1 0 4 6 29 1 4 3 3 1 1 7 5 55 2 4 1 8 0 9 7 24 4 8 5 5 0 9 06 : 1 5 P M 28 1 2 4 1 7 7 1 6 9 5 2 0 1 4 1 0 3 9 27 1 0 7 2 0 1 3 6 39 2 0 2 0 0 7 9 17 4 2 3 4 4 0 06 : 3 0 P M 26 1 2 9 2 3 8 1 7 8 2 2 5 1 8 1 3 4 5 26 8 7 3 1 1 1 6 42 2 5 2 5 0 9 2 22 4 3 1 4 5 3 06 : 4 5 P M 28 1 1 5 1 6 6 1 5 9 6 1 6 1 1 8 3 3 26 7 8 2 0 1 0 6 27 3 0 1 6 0 7 3 14 3 7 1 3 8 5 To t a l 11 6 47 9 78 3 4 67 3 20 86 57 4 1 16 3 10 8 41 5 10 2 53 3 16 3 99 79 0 34 1 77 17 1 0 17 8 7 Gr a n d T o t a l 64 7 2 5 5 6 5 2 5 1 9 9 3 7 2 8 20 6 5 7 0 4 6 1 2 8 3 1 2 3 7 66 1 2 8 6 5 8 4 3 4 3 6 1 0 12 0 6 6 8 6 4 2 3 6 2 3 1 5 52 2 1 0 8 9 0 1 1 4 1 2 Ap p r c h % 17 . 4 6 8 . 6 1 4 . 1 16 . 7 4 6 . 1 3 7 . 3 18 . 3 7 9 . 4 2 . 3 52 . 1 2 9 . 6 1 8 . 3 To t a l % 5. 9 2 3 . 5 4 . 8 3 4 . 2 1. 9 5 . 2 4 . 2 1 1 . 4 6. 1 2 6 . 3 0 . 8 3 3 . 1 11 . 1 6 . 3 3 . 9 2 1 . 3 4. 6 9 5 . 4 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 46 1 7 9 3 3 2 5 8 11 47 28 8 6 39 2 1 7 6 2 6 2 76 5 1 3 2 1 5 9 76 5 03 : 1 5 P M 45 19 2 39 2 7 6 11 3 8 40 89 57 24 0 8 3 0 5 80 52 26 1 5 8 82 8 03 : 3 0 P M 50 18 4 45 2 7 9 17 4 3 4 0 10 0 49 2 2 8 5 2 8 2 11 0 50 34 1 9 4 85 5 03 : 4 5 P M 49 1 9 0 3 8 2 7 7 18 43 3 4 9 5 62 21 9 7 2 8 8 69 4 6 3 0 1 4 5 80 5 To t a l V o l u m e 19 0 74 5 15 5 10 9 0 57 17 1 14 2 37 0 20 7 90 4 26 11 3 7 33 5 19 9 12 2 65 6 32 5 3 % A p p . T o t a l 17 . 4 68 . 3 14 . 2 15 . 4 46 . 2 38 . 4 18 . 2 79 . 5 2. 3 51 . 1 30 . 3 18 . 6 PH F .9 5 0 .9 7 0 .8 6 1 .9 7 7 .7 9 2 .9 1 0 .8 8 8 .9 2 5 .8 3 5 .9 4 2 .8 1 3 .9 3 2 .7 6 1 .9 5 7 .8 9 7 .8 4 5 .9 5 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-271 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 15 5 Th r u 74 5 Le f t 19 0 In Ou t To t a l 13 8 1 10 9 0 24 7 1 Right 142 Thru 171 Left 57 Out TotalIn 415 370 785 Le f t 20 7 Th r u 90 4 Ri g h t 26 Ou t To t a l In 92 4 11 3 7 20 6 1 Left 335 Thru 199 Right 122 Total OutIn 533 656 1189 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-272 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 46 1 7 9 3 3 2 5 8 11 47 28 8 6 39 2 1 7 6 2 6 2 76 5 1 3 2 15 9 +1 5 m i n s . 45 19 2 39 2 7 6 11 3 8 40 89 57 24 0 8 3 0 5 80 52 26 15 8 +3 0 m i n s . 50 18 4 45 2 7 9 17 4 3 4 0 10 0 49 2 2 8 5 2 8 2 11 0 50 34 19 4 +4 5 m i n s . 49 1 9 0 3 8 2 7 7 18 43 3 4 9 5 62 21 9 7 2 8 8 69 4 6 3 0 14 5 To t a l V o l u m e 19 0 74 5 15 5 10 9 0 57 17 1 14 2 37 0 20 7 90 4 26 11 3 7 33 5 19 9 12 2 65 6 % A p p . T o t a l 17 . 4 68 . 3 14 . 2 15 . 4 46 . 2 38 . 4 18 . 2 79 . 5 2. 3 51 . 1 30 . 3 18 . 6 PH F .9 5 0 .9 7 0 .8 6 1 .9 7 7 .7 9 2 .9 1 0 .8 8 8 .9 2 5 .8 3 5 .9 4 2 .8 1 3 .9 3 2 .7 6 1 .9 5 7 .8 9 7 .8 4 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-273 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 1 5 2 0 8 0 2 0 0 2 1 8 1 0 1 0 3 1 3 1 7 1 2 7 2 8 03 : 1 5 P M 2 7 1 0 1 0 0 1 2 1 3 2 1 4 1 0 1 7 2 1 0 0 3 1 3 3 3 4 03 : 3 0 P M 2 6 1 0 9 1 0 1 0 2 0 3 0 0 3 1 2 1 0 4 0 1 8 1 8 03 : 4 5 P M 0 1 2 0 3 0 2 1 0 3 1 3 0 0 4 2 1 1 0 4 0 1 4 1 4 To t a l 5 19 6 0 30 1 5 4 1 10 4 28 2 0 34 8 5 5 1 18 2 92 94 04 : 0 0 P M 0 4 1 0 5 0 1 2 2 3 0 5 1 0 6 0 0 0 0 0 2 1 4 1 6 04 : 1 5 P M 1 2 0 0 3 0 3 2 1 5 1 2 0 0 3 1 0 1 0 2 1 1 3 1 4 04 : 3 0 P M 0 4 0 0 4 0 1 3 1 4 0 3 0 0 3 0 0 0 0 0 1 1 1 1 2 04 : 4 5 P M 1 3 1 1 5 0 3 1 0 4 0 4 0 0 4 0 0 0 0 0 1 1 3 1 4 To t a l 2 13 2 1 17 0 8 8 4 16 1 14 1 0 16 1 0 1 0 2 5 51 56 05 : 0 0 P M 0 1 1 1 2 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 1 7 8 05 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 4 05 : 3 0 P M 0 1 1 1 2 0 0 1 0 1 0 0 0 0 0 1 1 1 0 3 1 6 7 05 : 4 5 P M 0 0 0 0 0 0 0 1 1 1 0 2 0 0 2 1 0 0 0 1 1 4 5 To t a l 0 4 2 2 6 0 0 2 1 2 0 8 0 0 8 3 1 1 0 5 3 21 24 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 3 3 06 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 4 06 : 3 0 P M 0 0 0 0 0 0 0 2 1 2 0 2 0 0 2 0 0 0 0 0 1 4 5 06 : 4 5 P M 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 4 To t a l 0 4 0 0 4 0 0 2 1 2 0 8 0 0 8 1 0 0 0 1 1 15 16 Gr a n d T o t a l 7 4 0 1 0 3 5 7 1 1 3 1 6 7 3 0 5 5 8 3 0 6 6 13 6 7 1 2 6 11 1 7 9 1 9 0 Ap p r c h % 12 . 3 7 0 . 2 1 7 . 5 3. 3 4 3 . 3 5 3 . 3 7. 6 8 7 . 9 4 . 5 50 2 3 . 1 2 6 . 9 To t a l % 3. 9 2 2 . 3 5 . 6 3 1 . 8 0. 6 7 . 3 8 . 9 1 6 . 8 2. 8 3 2 . 4 1 . 7 3 6 . 9 7. 3 3 . 4 3 . 9 1 4 . 5 5. 8 9 4 . 2 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 1 5 2 8 0 2 0 2 1 8 1 10 3 1 3 7 27 03 : 1 5 P M 2 7 1 10 0 1 2 3 2 1 4 1 17 2 1 0 3 33 03 : 3 0 P M 2 6 1 9 1 0 1 2 0 3 0 3 1 2 1 4 18 03 : 4 5 P M 0 1 2 3 0 2 1 3 1 3 0 4 2 1 1 4 14 To t a l V o l u m e 5 19 6 30 1 5 4 10 4 28 2 34 8 5 5 18 92 % A p p . T o t a l 16 . 7 63 . 3 20 10 50 40 11 . 8 82 . 4 5. 9 44 . 4 27 . 8 27 . 8 PH F .6 2 5 .6 7 9 .7 5 0 .7 5 0 .2 5 0 .6 2 5 .5 0 0 .8 3 3 .5 0 0 .5 0 0 .5 0 0 .5 0 0 .6 6 7 .6 2 5 .4 1 7 .6 4 3 .6 9 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-274 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 6 Th r u 19 Le f t 5 In Ou t To t a l 40 30 70 Right 4 Thru 5 Left 1 Out TotalIn 12 10 22 Le f t 4 Th r u 28 Ri g h t 2 Ou t To t a l In 25 34 59 Left 8 Thru 5 Right 5 Total OutIn 15 18 33 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-275 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 1 5 2 8 0 2 0 2 1 8 1 10 3 1 3 7 +1 5 m i n s . 2 7 1 10 0 1 2 3 2 1 4 1 17 2 1 0 3 +3 0 m i n s . 2 6 1 9 1 0 1 2 0 3 0 3 1 2 1 4 +4 5 m i n s . 0 1 2 3 0 2 1 3 1 3 0 4 2 1 1 4 To t a l V o l u m e 5 19 6 30 1 5 4 10 4 28 2 34 8 5 5 18 % A p p . T o t a l 16 . 7 63 . 3 20 10 50 40 11 . 8 82 . 4 5. 9 44 . 4 27 . 8 27 . 8 PH F .6 2 5 .6 7 9 .7 5 0 .7 5 0 .2 5 0 .6 2 5 .5 0 0 .8 3 3 .5 0 0 .5 0 0 .5 0 0 .5 0 0 .6 6 7 .6 2 5 .4 1 7 .6 4 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-276 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 2 2 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 1 0 0 1 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 2 3 To t a l 0 4 2 0 6 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 7 8 04 : 0 0 P M 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 04 : 1 5 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 04 : 3 0 P M 1 2 0 0 3 0 0 1 0 1 0 2 0 0 2 1 0 0 0 1 0 7 7 04 : 4 5 P M 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 6 6 To t a l 1 10 0 0 11 0 0 2 0 2 0 3 0 0 3 1 0 0 0 1 0 17 17 05 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 05 : 1 5 P M 1 4 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 6 6 05 : 3 0 P M 0 7 0 0 7 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 8 8 05 : 4 5 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 To t a l 1 17 0 0 18 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 20 20 06 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 Gr a n d T o t a l 2 3 4 2 0 3 8 0 0 3 1 3 0 5 0 0 5 1 0 0 0 1 1 4 7 4 8 Ap p r c h % 5. 3 8 9 . 5 5 . 3 0 0 1 0 0 0 1 0 0 0 10 0 0 0 To t a l % 4. 3 7 2 . 3 4 . 3 8 0 . 9 0 0 6 . 4 6 . 4 0 1 0 . 6 0 1 0 . 6 2. 1 0 0 2 . 1 2. 1 9 7 . 9 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 2 2 4 0 0 0 0 0 0 0 0 0 0 0 0 4 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03 : 4 5 P M 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 2 To t a l V o l u m e 0 4 2 6 0 0 1 1 0 0 0 0 0 0 0 0 7 % A p p . T o t a l 0 66 . 7 33 . 3 0 0 10 0 0 0 0 0 0 0 PH F .0 0 0 .5 0 0 .2 5 0 .3 7 5 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .4 3 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-277 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 2 Th r u 4 Le f t 0 In Ou t To t a l 1 6 7 Right 1 Thru 0 Left 0 Out TotalIn 0 1 1 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 4 0 4 Left 0 Thru 0 Right 0 Total OutIn 2 0 2 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-278 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 2 2 4 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 1 0 1 0 0 1 1 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 4 2 6 0 0 1 1 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 66 . 7 33 . 3 0 0 10 0 0 0 0 0 0 0 PH F .0 0 0 .5 0 0 .2 5 0 .3 7 5 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-279 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 2 2 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 5 5 To t a l 0 4 0 0 4 0 0 0 0 0 0 6 0 0 6 1 0 0 0 1 0 11 11 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 2 2 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 3 3 04 : 3 0 P M 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 04 : 4 5 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 To t a l 0 2 1 0 3 0 0 0 0 0 2 3 0 0 5 0 0 0 0 0 0 8 8 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 3 3 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 4 4 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 1 1 1 0 1 0 0 1 0 0 0 0 0 1 2 3 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 1 1 1 0 1 0 0 1 0 0 0 0 0 1 2 3 Gr a n d T o t a l 0 7 1 0 8 0 0 1 1 1 2 1 2 0 0 1 4 2 0 0 0 2 1 2 5 2 6 Ap p r c h % 0 8 7 . 5 1 2 . 5 0 0 1 0 0 14 . 3 8 5 . 7 0 10 0 0 0 To t a l % 0 2 8 4 3 2 0 0 4 4 8 4 8 0 5 6 8 0 0 8 3. 8 9 6 . 2 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 2 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 03 : 4 5 P M 0 1 0 1 0 0 0 0 0 4 0 4 0 0 0 0 5 To t a l V o l u m e 0 4 0 4 0 0 0 0 0 6 0 6 1 0 0 1 11 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 10 0 0 0 PH F .0 0 0 .3 3 3 .0 0 0 .3 3 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .3 7 5 .0 0 0 .3 7 5 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .5 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-280 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 0 Th r u 4 Le f t 0 In Ou t To t a l 7 4 11 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 6 Ri g h t 0 Ou t To t a l In 4 6 10 Left 1 Thru 0 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-281 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +4 5 m i n s . 0 1 0 1 0 0 0 0 0 4 0 4 0 0 0 0 To t a l V o l u m e 0 4 0 4 0 0 0 0 0 6 0 6 1 0 0 1 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 10 0 0 0 PH F .0 0 0 .3 3 3 .0 0 0 .3 3 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .3 7 5 .0 0 0 .3 7 5 .2 5 0 .0 0 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-282 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 29 1 1 6 3 1 1 1 1 7 6 5 3 7 2 2 1 5 6 4 50 1 0 5 6 3 1 6 1 34 1 8 2 0 1 7 2 30 4 7 3 5 0 3 10 : 1 5 A M 31 1 0 5 1 8 6 1 5 4 9 2 8 2 2 1 8 5 9 42 1 0 7 2 1 1 5 1 52 2 4 2 6 0 1 0 2 25 4 6 6 4 9 1 10 : 3 0 A M 30 1 2 4 2 1 8 1 7 5 5 3 8 1 5 7 5 8 45 1 0 0 3 1 1 4 8 29 3 0 2 4 0 8 3 16 4 6 4 4 8 0 10 : 4 5 A M 25 1 5 1 3 6 1 2 2 1 2 4 3 6 1 9 1 4 5 9 37 9 9 6 2 1 4 2 41 2 3 2 9 0 9 3 28 5 0 6 5 3 4 To t a l 11 5 49 6 10 6 3 7 71 7 23 13 9 78 5 4 24 0 17 4 41 1 17 7 60 2 15 6 95 99 1 35 0 99 19 0 9 20 0 8 11 : 0 0 A M 25 1 2 3 3 1 9 1 7 9 10 4 1 1 4 8 6 5 39 7 8 2 2 1 1 9 38 2 2 2 0 1 8 0 20 4 4 3 4 6 3 11 : 1 5 A M 30 1 4 5 2 8 1 2 2 0 3 11 4 7 1 8 1 3 7 6 38 1 0 1 3 2 1 4 2 51 3 1 2 9 0 1 1 1 27 5 3 2 5 5 9 11 : 3 0 A M 28 1 3 1 3 5 1 2 1 9 4 10 4 1 1 5 1 0 6 6 33 8 8 2 1 1 2 3 57 3 3 2 4 1 1 1 4 24 4 9 7 5 2 1 11 : 4 5 A M 34 1 3 4 3 0 9 1 9 8 12 4 4 1 8 1 1 7 4 47 9 0 3 1 1 4 0 43 4 9 2 4 0 1 1 6 21 5 2 8 5 4 9 To t a l 11 7 53 3 12 4 4 2 77 4 43 17 3 65 4 2 28 1 15 7 35 7 10 6 52 4 18 9 13 5 97 2 42 1 92 20 0 0 20 9 2 12 : 0 0 P M 33 1 3 3 3 3 1 1 1 9 9 16 3 9 1 6 1 0 7 1 42 1 2 0 4 1 1 6 6 51 4 4 1 8 0 1 1 3 22 5 4 9 5 7 1 12 : 1 5 P M 35 1 5 2 2 7 1 3 2 1 4 4 5 3 2 3 1 8 8 0 42 1 0 8 5 1 1 5 5 32 4 2 3 2 0 1 0 6 32 5 5 5 5 8 7 12 : 3 0 P M 41 1 2 2 2 7 6 1 9 0 34 5 2 1 8 1 2 1 0 4 60 1 0 2 1 0 5 1 7 2 42 4 9 2 6 0 1 1 7 23 5 8 3 6 0 6 12 : 4 5 P M 34 1 2 6 2 3 1 4 1 8 3 6 4 8 1 7 9 7 1 43 1 1 2 8 3 1 6 3 52 3 5 2 6 1 1 1 3 27 5 3 0 5 5 7 To t a l 14 3 53 3 11 0 4 4 78 6 60 19 2 74 4 9 32 6 18 7 44 2 27 1 0 65 6 17 7 17 0 10 2 1 44 9 10 4 22 1 7 23 2 1 01 : 0 0 P M 44 1 5 2 2 0 8 2 1 6 8 3 1 2 0 1 4 5 9 37 1 3 6 6 4 1 7 9 43 4 1 2 1 0 1 0 5 26 5 5 9 5 8 5 01 : 1 5 P M 31 1 6 3 2 8 7 2 2 2 6 2 8 1 2 7 4 6 43 1 0 2 6 2 1 5 1 43 3 4 2 2 0 9 9 16 5 1 8 5 3 4 01 : 3 0 P M 31 1 4 0 2 9 1 1 2 0 0 7 3 3 1 9 1 6 5 9 29 1 1 9 4 3 1 5 2 55 3 4 2 4 0 1 1 3 30 5 2 4 5 5 4 01 : 4 5 P M 31 1 4 4 2 8 1 0 2 0 3 18 2 9 1 4 9 6 1 30 8 4 3 1 1 1 7 48 3 8 1 5 0 1 0 1 20 4 8 2 5 0 2 To t a l 13 7 59 9 10 5 3 6 84 1 39 12 1 65 4 6 22 5 13 9 44 1 19 1 0 59 9 18 9 14 7 82 0 41 8 92 20 8 3 21 7 5 Gr a n d T o t a l 51 2 2 1 6 1 4 4 5 1 5 9 3 1 1 8 16 5 6 2 5 2 8 2 1 9 1 1 0 7 2 65 7 1 6 5 1 7 3 3 3 2 3 8 1 71 1 5 4 7 3 8 0 4 1 6 3 8 38 7 8 2 0 9 8 5 9 6 Ap p r c h % 16 . 4 6 9 . 3 1 4 . 3 15 . 4 5 8 . 3 2 6 . 3 27 . 6 6 9 . 3 3 . 1 43 . 4 3 3 . 4 2 3 . 2 To t a l % 6. 2 2 6 . 3 5 . 4 3 8 2 7 . 6 3 . 4 1 3 . 1 8 2 0 . 1 0 . 9 2 9 8. 7 6 . 7 4 . 6 2 0 4. 5 9 5 . 5 Pa s s e n g e r V e h i c l e s 50 1 21 0 3 44 3 32 0 5 16 4 62 1 27 7 12 5 0 65 0 15 9 9 71 23 5 1 70 0 54 4 37 7 16 2 4 0 0 84 3 0 % P a s s e n g e r V e h i c l e s 97 . 9 9 7 . 3 9 9 . 6 9 9 . 4 9 7 . 8 99 . 4 9 9 . 4 9 8 . 2 9 8 . 4 9 9 98 . 9 9 6 . 9 9 7 . 3 9 3 . 9 9 7 . 4 98 . 5 9 9 . 5 9 9 . 2 7 5 9 8 . 9 0 0 9 8 . 1 La r g e 2 A x l e V e h i c l e s 11 33 1 46 1 4 5 13 6 30 2 40 11 3 3 18 0 0 11 7 % L a r g e 2 A x l e V e h i c l e s 2. 1 1 . 5 0 . 2 0 . 6 1 . 4 0. 6 0 . 6 1 . 8 1 . 6 1 0. 9 1 . 8 2 . 7 6 . 1 1 . 7 1. 5 0 . 5 0 . 8 2 5 1 . 1 0 0 1 . 4 3 A x l e V e h i c l e s 0 22 0 22 0 0 0 0 1 13 0 14 0 0 0 0 0 0 36 % 3 A x l e V e h i c l e s 0 1 0 0 0 . 7 0 0 0 0 0 0. 2 0 . 8 0 0 0 . 6 0 0 0 0 0 0 0 0 . 4 4+ A x l e T r u c k s 0 3 1 4 0 0 0 0 0 9 0 9 0 0 0 0 0 0 13 % 4 + A x l e T r u c k s 0 0 . 1 0 . 2 0 0 . 1 0 0 0 0 0 0 0 . 5 0 0 0 . 4 0 0 0 0 0 0 0 0 . 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-283 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 1 5 P M 12 : 1 5 P M 35 15 2 2 7 21 4 4 53 2 3 80 42 1 0 8 5 1 5 5 32 4 2 32 10 6 55 5 12 : 3 0 P M 41 1 2 2 2 7 1 9 0 34 52 1 8 10 4 60 10 2 10 17 2 42 49 26 11 7 58 3 12 : 4 5 P M 34 1 2 6 2 3 1 8 3 6 4 8 1 7 7 1 43 1 1 2 8 1 6 3 52 35 2 6 1 1 3 53 0 01 : 0 0 P M 44 15 2 2 0 21 6 8 3 1 2 0 5 9 37 13 6 6 17 9 43 4 1 2 1 1 0 5 55 9 To t a l V o l u m e 15 4 55 2 97 80 3 52 18 4 78 31 4 18 2 45 8 29 66 9 16 9 16 7 10 5 44 1 22 2 7 % A p p . T o t a l 19 . 2 68 . 7 12 . 1 16 . 6 58 . 6 24 . 8 27 . 2 68 . 5 4. 3 38 . 3 37 . 9 23 . 8 PH F .8 7 5 .9 0 8 .8 9 8 .9 2 9 .3 8 2 .8 6 8 .8 4 8 .7 5 5 .7 5 8 .8 4 2 .7 2 5 .9 3 4 .8 1 3 .8 5 2 .8 2 0 .9 4 2 .9 5 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-284 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 97 Th r u 55 2 Le f t 15 4 In Ou t To t a l 70 5 80 3 15 0 8 Right 78 Thru 184 Left 52 Out TotalIn 350 314 664 Le f t 18 2 Th r u 45 8 Ri g h t 29 Ou t To t a l In 70 9 66 9 13 7 8 Left 169 Thru 167 Right 105 Total OutIn 463 441 904 Pe a k H o u r B e g i n s a t 1 2 : 1 5 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-285 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 11 : 4 5 A M 12 : 1 5 P M 11 : 1 5 A M +0 m i n s . 44 15 2 2 0 2 1 6 12 4 4 1 8 7 4 42 1 0 8 5 1 5 5 51 3 1 29 11 1 +1 5 m i n s . 31 16 3 28 22 2 16 3 9 1 6 7 1 60 10 2 10 17 2 57 33 2 4 11 4 +3 0 m i n s . 31 1 4 0 29 20 0 4 53 2 3 80 43 1 1 2 8 1 6 3 43 49 24 11 6 +4 5 m i n s . 31 1 4 4 2 8 2 0 3 34 52 1 8 10 4 37 13 6 6 17 9 51 4 4 1 8 11 3 To t a l V o l u m e 13 7 59 9 10 5 84 1 66 18 8 75 32 9 18 2 45 8 29 66 9 20 2 15 7 95 45 4 % A p p . T o t a l 16 . 3 71 . 2 12 . 5 20 . 1 57 . 1 22 . 8 27 . 2 68 . 5 4. 3 44 . 5 34 . 6 20 . 9 PH F .7 7 8 .9 1 9 .9 0 5 .9 4 7 .4 8 5 .8 8 7 .8 1 5 .7 9 1 .7 5 8 .8 4 2 .7 2 5 .9 3 4 .8 8 6 .8 0 1 .8 1 9 .9 7 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-286 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 28 1 1 5 3 1 1 1 1 7 4 5 3 6 2 1 1 4 6 2 50 9 8 5 2 1 5 3 32 1 8 1 9 1 6 9 28 4 5 8 4 8 6 10 : 1 5 A M 30 1 0 3 1 8 6 1 5 1 9 2 8 2 2 1 8 5 9 42 1 0 2 2 1 1 4 6 52 2 4 2 6 0 1 0 2 25 4 5 8 4 8 3 10 : 3 0 A M 29 1 2 2 2 1 8 1 7 2 5 3 7 1 4 7 5 6 44 9 9 3 1 1 4 6 28 3 0 2 4 0 8 2 16 4 5 6 4 7 2 10 : 4 5 A M 25 1 4 7 3 5 1 2 2 0 7 4 3 5 1 9 1 4 5 8 37 9 7 6 2 1 4 0 40 2 3 2 9 0 9 2 28 4 9 7 5 2 5 To t a l 11 2 48 7 10 5 3 7 70 4 23 13 6 76 5 3 23 5 17 3 39 6 16 6 58 5 15 2 95 98 1 34 5 97 18 6 9 19 6 6 11 : 0 0 A M 25 1 1 8 3 1 9 1 7 4 10 4 0 1 4 8 6 4 39 7 6 2 2 1 1 7 38 2 2 1 9 0 7 9 19 4 3 4 4 5 3 11 : 1 5 A M 29 1 3 9 2 8 1 2 1 9 6 11 4 7 1 8 1 3 7 6 37 9 9 3 2 1 3 9 51 3 1 2 9 0 1 1 1 27 5 2 2 5 4 9 11 : 3 0 A M 28 1 2 8 3 4 1 1 1 9 0 9 4 1 1 5 1 0 6 5 32 8 6 2 1 1 2 0 55 3 3 2 4 1 1 1 2 23 4 8 7 5 1 0 11 : 4 5 A M 34 1 3 3 3 0 9 1 9 7 12 4 4 1 7 1 0 7 3 47 8 8 3 1 1 3 8 41 4 9 2 4 0 1 1 4 20 5 2 2 5 4 2 To t a l 11 6 51 8 12 3 4 1 75 7 42 17 2 64 4 1 27 8 15 5 34 9 10 6 51 4 18 5 13 5 96 1 41 6 89 19 6 5 20 5 4 12 : 0 0 P M 33 1 2 7 3 3 1 1 1 9 3 16 3 9 1 6 1 0 7 1 41 1 1 5 4 1 1 6 0 50 4 2 1 8 0 1 1 0 22 5 3 4 5 5 6 12 : 1 5 P M 35 1 5 1 2 7 1 3 2 1 3 4 5 3 2 3 1 8 8 0 42 1 0 4 5 1 1 5 1 32 4 2 3 1 0 1 0 5 32 5 4 9 5 8 1 12 : 3 0 P M 40 1 1 7 2 7 6 1 8 4 34 5 2 1 7 1 1 1 0 3 60 1 0 0 1 0 5 1 7 0 41 4 9 2 6 0 1 1 6 22 5 7 3 5 9 5 12 : 4 5 P M 33 1 2 2 2 3 1 4 1 7 8 6 4 8 1 7 9 7 1 41 1 0 8 8 3 1 5 7 52 3 5 2 6 1 1 1 3 27 5 1 9 5 4 6 To t a l 14 1 51 7 11 0 4 4 76 8 60 19 2 73 4 8 32 5 18 4 42 7 27 1 0 63 8 17 5 16 8 10 1 1 44 4 10 3 21 7 5 22 7 8 01 : 0 0 P M 40 1 4 3 2 0 8 2 0 3 8 3 1 2 0 1 4 5 9 37 1 3 2 6 4 1 7 5 43 4 0 2 1 0 1 0 4 26 5 4 1 5 6 7 01 : 1 5 P M 31 1 5 6 2 8 7 2 1 5 6 2 8 1 1 7 4 5 43 1 0 0 6 2 1 4 9 42 3 4 2 2 0 9 8 16 5 0 7 5 2 3 01 : 3 0 P M 30 1 3 9 2 9 1 1 1 9 8 7 3 3 1 9 1 6 5 9 29 1 1 6 4 3 1 4 9 55 3 4 2 4 0 1 1 3 30 5 1 9 5 4 9 01 : 4 5 P M 31 1 4 3 2 8 1 0 2 0 2 18 2 9 1 4 9 6 1 29 7 9 2 0 1 1 0 48 3 8 1 5 0 1 0 1 19 4 7 4 4 9 3 To t a l 13 2 58 1 10 5 3 6 81 8 39 12 1 64 4 6 22 4 13 8 42 7 18 9 58 3 18 8 14 6 82 0 41 6 91 20 4 1 21 3 2 Gr a n d T o t a l 50 1 2 1 0 3 4 4 3 1 5 8 3 0 4 7 16 4 6 2 1 2 7 7 1 8 8 1 0 6 2 65 0 1 5 9 9 7 1 3 1 2 3 2 0 70 0 5 4 4 3 7 7 3 1 6 2 1 38 0 8 0 5 0 8 4 3 0 Ap p r c h % 16 . 4 6 9 1 4 . 5 15 . 4 5 8 . 5 2 6 . 1 28 6 8 . 9 3 . 1 43 . 2 3 3 . 6 2 3 . 3 To t a l % 6. 2 2 6 . 1 5 . 5 3 7 . 9 2 7 . 7 3 . 4 1 3 . 2 8. 1 1 9 . 9 0 . 9 2 8 . 8 8. 7 6 . 8 4 . 7 2 0 . 1 4. 5 9 5 . 5 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 1 5 P M 12 : 1 5 P M 35 15 1 2 7 2 1 3 4 53 2 3 80 42 1 0 4 5 1 5 1 32 4 2 31 10 5 54 9 12 : 3 0 P M 40 11 7 2 7 1 8 4 34 52 1 7 10 3 60 10 0 10 17 0 41 49 26 11 6 57 3 12 : 4 5 P M 33 1 2 2 2 3 1 7 8 6 4 8 1 7 7 1 41 1 0 8 8 1 5 7 52 35 2 6 1 1 3 51 9 01 : 0 0 P M 40 1 4 3 2 0 2 0 3 8 3 1 2 0 5 9 37 13 2 6 17 5 43 4 0 2 1 1 0 4 54 1 To t a l V o l u m e 14 8 53 3 97 77 8 52 18 4 77 31 3 18 0 44 4 29 65 3 16 8 16 6 10 4 43 8 21 8 2 % A p p . T o t a l 19 68 . 5 12 . 5 16 . 6 58 . 8 24 . 6 27 . 6 68 4. 4 38 . 4 37 . 9 23 . 7 PH F .9 2 5 .8 8 2 .8 9 8 .9 1 3 .3 8 2 .8 6 8 .8 3 7 .7 6 0 .7 5 0 .8 4 1 .7 2 5 .9 3 3 .8 0 8 .8 4 7 .8 3 9 .9 4 4 .9 5 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-287 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 97 Th r u 53 3 Le f t 14 8 In Ou t To t a l 68 9 77 8 14 6 7 Right 77 Thru 184 Left 52 Out TotalIn 343 313 656 Le f t 18 0 Th r u 44 4 Ri g h t 29 Ou t To t a l In 68 9 65 3 13 4 2 Left 168 Thru 166 Right 104 Total OutIn 461 438 899 Pe a k H o u r B e g i n s a t 1 2 : 1 5 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-288 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M +0 m i n s . 35 15 1 2 7 2 1 3 4 53 2 3 80 42 1 0 4 5 1 5 1 32 4 2 31 10 5 +1 5 m i n s . 40 11 7 2 7 1 8 4 34 52 1 7 10 3 60 10 0 10 17 0 41 49 26 11 6 +3 0 m i n s . 33 1 2 2 2 3 1 7 8 6 4 8 1 7 7 1 41 1 0 8 8 1 5 7 52 35 2 6 11 3 +4 5 m i n s . 40 1 4 3 2 0 2 0 3 8 3 1 2 0 5 9 37 13 2 6 17 5 43 4 0 2 1 10 4 To t a l V o l u m e 14 8 53 3 97 77 8 52 18 4 77 31 3 18 0 44 4 29 65 3 16 8 16 6 10 4 43 8 % A p p . T o t a l 19 68 . 5 12 . 5 16 . 6 58 . 8 24 . 6 27 . 6 68 4. 4 38 . 4 37 . 9 23 . 7 PH F .9 2 5 .8 8 2 .8 9 8 .9 1 3 .3 8 2 .8 6 8 .8 3 7 .7 6 0 .7 5 0 .8 4 1 .7 2 5 .9 3 3 .8 0 8 .8 4 7 .8 3 9 .9 4 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-289 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 1 0 0 0 1 0 1 1 1 2 0 2 1 1 3 2 0 1 0 3 2 9 1 1 10 : 1 5 A M 1 1 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 4 10 : 3 0 A M 1 1 0 0 2 0 1 1 0 2 1 0 0 0 1 1 0 0 0 1 0 6 6 10 : 4 5 A M 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 0 3 3 To t a l 3 3 0 0 6 0 3 2 1 5 1 4 1 1 6 4 0 1 0 5 2 22 24 11 : 0 0 A M 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 1 1 1 1 5 6 11 : 1 5 A M 1 1 0 0 2 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 4 4 11 : 3 0 A M 0 3 1 1 4 1 0 0 0 1 1 2 0 0 3 2 0 0 0 2 1 1 0 1 1 11 : 4 5 A M 0 1 0 0 1 0 0 1 1 1 0 1 0 0 1 2 0 0 0 2 1 5 6 To t a l 1 7 1 1 9 1 1 1 1 3 2 5 0 0 7 4 0 1 1 5 3 24 27 12 : 0 0 P M 0 4 0 0 4 0 0 0 0 0 1 4 0 0 5 1 2 0 0 3 0 1 2 1 2 12 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 0 5 5 12 : 3 0 P M 1 5 0 0 6 0 0 1 1 1 0 0 0 0 0 1 0 0 0 1 1 8 9 12 : 4 5 P M 1 1 0 0 2 0 0 0 0 0 2 3 0 0 5 0 0 0 0 0 0 7 7 To t a l 2 11 0 0 13 0 0 1 1 1 3 10 0 0 13 2 2 1 0 5 1 32 33 01 : 0 0 P M 4 6 0 0 1 0 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 0 1 4 1 4 01 : 1 5 P M 0 4 0 0 4 0 0 1 0 1 0 2 0 0 2 1 0 0 0 1 0 8 8 01 : 3 0 P M 1 1 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 5 5 01 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 3 1 1 4 0 0 0 0 0 1 5 6 To t a l 5 12 0 0 17 0 0 1 0 1 0 11 1 1 12 1 1 0 0 2 1 32 33 Gr a n d T o t a l 11 3 3 1 1 4 5 1 4 5 3 1 0 6 3 0 2 2 3 8 11 3 3 1 1 7 7 1 1 0 1 1 7 Ap p r c h % 24 . 4 7 3 . 3 2 . 2 10 4 0 5 0 15 . 8 7 8 . 9 5 . 3 64 . 7 1 7 . 6 1 7 . 6 To t a l % 10 3 0 0 . 9 4 0 . 9 0. 9 3 . 6 4 . 5 9 . 1 5. 5 2 7 . 3 1 . 8 3 4 . 5 10 2 . 7 2 . 7 1 5 . 5 6 9 4 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 1 5 P M 12 : 1 5 P M 0 1 0 1 0 0 0 0 0 3 0 3 0 0 1 1 5 12 : 3 0 P M 1 5 0 6 0 0 1 1 0 0 0 0 1 0 0 1 8 12 : 4 5 P M 1 1 0 2 0 0 0 0 2 3 0 5 0 0 0 0 7 01 : 0 0 P M 4 6 0 10 0 0 0 0 0 3 0 3 0 1 0 1 14 To t a l V o l u m e 6 13 0 19 0 0 1 1 2 9 0 11 1 1 1 3 34 % A p p . T o t a l 31 . 6 68 . 4 0 0 0 10 0 18 . 2 81 . 8 0 33 . 3 33 . 3 33 . 3 PH F .3 7 5 .5 4 2 .0 0 0 .4 7 5 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 .7 5 0 .0 0 0 .5 5 0 .2 5 0 .2 5 0 .2 5 0 .7 5 0 .6 0 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-290 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 0 Th r u 13 Le f t 6 In Ou t To t a l 11 19 30 Right 1 Thru 0 Left 0 Out TotalIn 7 1 8 Le f t 2 Th r u 9 Ri g h t 0 Ou t To t a l In 14 11 25 Left 1 Thru 1 Right 1 Total OutIn 2 3 5 Pe a k H o u r B e g i n s a t 1 2 : 1 5 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-291 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M +0 m i n s . 0 1 0 1 0 0 0 0 0 3 0 3 0 0 1 1 +1 5 m i n s . 1 5 0 6 0 0 1 1 0 0 0 0 1 0 0 1 +3 0 m i n s . 1 1 0 2 0 0 0 0 2 3 0 5 0 0 0 0 +4 5 m i n s . 4 6 0 10 0 0 0 0 0 3 0 3 0 1 0 1 To t a l V o l u m e 6 13 0 19 0 0 1 1 2 9 0 11 1 1 1 3 % A p p . T o t a l 31 . 6 68 . 4 0 0 0 10 0 18 . 2 81 . 8 0 33 . 3 33 . 3 33 . 3 PH F .3 7 5 .5 4 2 .0 0 0 .4 7 5 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 .7 5 0 .0 0 0 .5 5 0 .2 5 0 .2 5 0 .2 5 0 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-292 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 4 4 10 : 1 5 A M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 10 : 3 0 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 10 : 4 5 A M 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 4 To t a l 0 5 0 0 5 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 11 11 11 : 0 0 A M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 11 : 1 5 A M 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 8 0 0 8 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 9 9 12 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 12 : 4 5 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 To t a l 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 6 6 01 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 4 01 : 1 5 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 3 3 To t a l 0 6 0 0 6 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 10 10 Gr a n d T o t a l 0 2 2 0 0 2 2 0 0 0 0 0 1 1 3 0 0 1 4 0 0 0 0 0 0 3 6 3 6 Ap p r c h % 0 1 0 0 0 0 0 0 7. 1 9 2 . 9 0 0 0 0 To t a l % 0 6 1 . 1 0 6 1 . 1 0 0 0 0 2. 8 3 6 . 1 0 3 8 . 9 0 0 0 0 0 1 0 0 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 1 5 P M 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 12 : 4 5 P M 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 01 : 0 0 P M 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4 To t a l V o l u m e 0 5 0 5 0 0 0 0 0 3 0 3 0 0 0 0 8 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .4 1 7 .0 0 0 .4 1 7 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-293 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 0 Th r u 5 Le f t 0 In Ou t To t a l 3 5 8 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 3 Ri g h t 0 Ou t To t a l In 5 3 8 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 2 : 1 5 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-294 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +3 0 m i n s . 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 To t a l V o l u m e 0 5 0 5 0 0 0 0 0 3 0 3 0 0 0 0 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .4 1 7 .0 0 0 .4 1 7 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-295 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 10 : 4 5 A M 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 To t a l 0 1 1 0 2 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 7 7 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 12 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 12 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 To t a l 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 4 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 3 1 0 4 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 1 3 1 3 Ap p r c h % 0 7 5 2 5 0 0 0 0 1 0 0 0 0 0 0 To t a l % 0 2 3 . 1 7 . 7 3 0 . 8 0 0 0 0 0 6 9 . 2 0 6 9 . 2 0 0 0 0 0 1 0 0 Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 1 5 P M 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 12 : 4 5 P M 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .3 7 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-296 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r C o o k S t r e e t Gerald Ford Drive Gerald Ford Drive C o o k S t r e e t Ri g h t 0 Th r u 1 Le f t 0 In Ou t To t a l 2 1 3 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 2 Ri g h t 0 Ou t To t a l In 1 2 3 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 2 : 1 5 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-297 Fi l e N a m e : 0 6 _ P L D _ C o o k _ G e r a l d F o r d S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : G e r a l d F o r d D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ge r a l d F o r d D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Ge r a l d F o r d D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-298 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Cook Street Gerald Ford Drive Cook Street Gerald Ford Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 1 0 0 2 3 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 4 4 0 0 0 2 2 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 2 2 1 0 0 2 3 0 0 0 3 3 0 0 0 1 1 4 0 0 18 22 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Cook Street Gerald Ford Drive Cook Street Gerald Ford Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 1 0 0 0 1 0 0 0 1 1 1 0 0 0 1 1 1 1 0 3 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 3 1 2 5 11 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Cook Street Gerald Ford Drive Cook Street Gerald Ford Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 2 3 0 0 5 0 1 0 0 1 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8 1 0 0 0 1 0 0 0 0 0 1 1 0 0 2 7 5 1 9 22 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Palm Desert Cook Street Gerald Ford Drive PEDESTRIANS 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-299 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 0 3 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3 0 5 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 1 0 0 0 0 0 1 5 4:00 PM 4:15 PM 4:30 PM 4:45 PM Gerald Ford Drive Cook Street Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound 6:30 PM 6:45 PM Cook Street Gerald Ford Drive Cook Street 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM Gerald Ford Drive TOTAL VOLUMES: Cook Street Gerald Ford Drive Cook Street Gerald Ford Drive Southbound Westbound Northbound Eastbound 5:00 PM Southbound Westbound Northbound Eastbound Cook Street Gerald Ford Drive Cook Street Gerald Ford Drive 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-300 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 14 1 8 7 4 6 1 8 2 4 7 12 3 8 1 3 7 6 3 30 2 4 3 1 5 3 2 8 8 74 6 3 3 7 2 3 1 7 4 51 7 7 2 8 2 3 03 : 1 5 P M 13 2 1 5 3 6 1 8 2 6 4 9 3 2 1 2 7 5 3 33 2 3 7 1 7 1 2 8 7 64 6 1 3 8 2 4 1 6 3 50 7 6 7 8 1 7 03 : 3 0 P M 7 1 7 4 3 9 1 9 2 2 0 11 3 8 1 5 7 6 4 35 2 3 9 1 5 2 2 8 9 78 6 3 3 8 2 5 1 7 9 53 7 5 2 8 0 5 03 : 4 5 P M 24 1 9 7 3 5 1 8 2 5 6 7 3 9 1 3 8 5 9 27 2 2 9 1 6 5 2 7 2 64 6 4 3 4 2 1 1 6 2 52 7 4 9 8 0 1 To t a l 58 77 3 15 6 7 3 98 7 39 14 7 53 2 9 23 9 12 5 94 8 63 1 1 11 3 6 28 0 25 1 14 7 9 3 67 8 20 6 30 4 0 32 4 6 04 : 0 0 P M 13 1 8 4 5 6 1 5 2 5 3 7 3 8 4 1 4 9 37 2 4 8 1 0 0 2 9 5 53 4 8 4 1 2 9 1 4 2 45 7 3 9 7 8 4 04 : 1 5 P M 13 1 7 9 3 7 1 6 2 2 9 14 3 7 1 6 8 6 7 24 2 0 8 1 7 4 2 4 9 69 6 8 3 4 1 8 1 7 1 46 7 1 6 7 6 2 04 : 3 0 P M 10 1 7 5 3 6 1 9 2 2 1 8 3 2 1 1 8 5 1 22 2 0 2 1 0 3 2 3 4 62 5 5 2 5 1 6 1 4 2 46 6 4 8 6 9 4 04 : 4 5 P M 11 1 6 8 3 7 1 7 2 1 6 14 3 1 1 4 9 5 9 41 2 2 2 1 6 2 2 7 9 63 5 7 3 6 2 7 1 5 6 55 7 1 0 7 6 5 To t a l 47 70 6 16 6 6 7 91 9 43 13 8 45 2 6 22 6 12 4 88 0 53 9 10 5 7 24 7 22 8 13 6 9 0 61 1 19 2 28 1 3 30 0 5 05 : 0 0 P M 21 1 7 2 4 7 1 6 2 4 0 9 3 7 1 3 1 1 5 9 34 1 9 4 1 7 2 2 4 5 81 6 0 3 6 2 6 1 7 7 55 7 2 1 7 7 6 05 : 1 5 P M 22 1 5 6 3 1 1 5 2 0 9 10 4 3 1 3 9 6 6 39 2 6 7 1 8 5 3 2 4 67 7 8 2 6 2 1 1 7 1 50 7 7 0 8 2 0 05 : 3 0 P M 11 1 3 8 3 2 1 2 1 8 1 11 4 1 8 5 6 0 28 1 6 6 1 8 2 2 1 2 52 6 2 2 4 1 2 1 3 8 31 5 9 1 6 2 2 05 : 4 5 P M 14 1 5 2 3 1 1 3 1 9 7 11 3 1 1 2 1 1 5 4 20 1 6 0 1 7 2 1 9 7 48 6 0 3 0 1 4 1 3 8 40 5 8 6 6 2 6 To t a l 68 61 8 14 1 5 6 82 7 41 15 2 46 3 6 23 9 12 1 78 7 70 1 1 97 8 24 8 26 0 11 6 7 3 62 4 17 6 26 6 8 28 4 4 06 : 0 0 P M 12 1 0 2 2 5 1 2 1 3 9 13 1 7 6 3 3 6 19 1 4 3 4 2 1 6 6 21 3 8 1 6 1 2 7 5 29 4 1 6 4 4 5 06 : 1 5 P M 15 9 9 2 4 1 2 1 3 8 3 1 9 1 3 7 3 5 23 8 5 8 4 1 1 6 30 3 6 1 4 8 8 0 31 3 6 9 4 0 0 06 : 3 0 P M 15 9 9 2 6 1 7 1 4 0 4 2 0 4 1 2 8 23 9 6 6 3 1 2 5 27 2 5 1 1 7 6 3 28 3 5 6 3 8 4 06 : 4 5 P M 11 8 9 1 9 8 1 1 9 8 2 0 2 1 3 0 7 7 5 6 1 8 8 17 2 4 8 5 4 9 15 2 8 6 3 0 1 To t a l 53 38 9 94 4 9 53 6 28 76 25 1 2 12 9 72 39 9 24 1 0 49 5 95 12 3 49 3 2 26 7 10 3 14 2 7 15 3 0 Gr a n d T o t a l 22 6 2 4 8 6 5 5 7 2 4 5 3 2 6 9 15 1 5 1 3 1 6 9 1 0 3 8 3 3 44 2 3 0 1 4 2 1 0 4 1 3 6 6 6 87 0 8 6 2 4 4 8 2 8 8 2 1 8 0 67 7 9 9 4 8 1 0 6 2 5 Ap p r c h % 6. 9 7 6 1 7 18 . 1 6 1 . 6 2 0 . 3 12 . 1 8 2 . 2 5 . 7 39 . 9 3 9 . 5 2 0 . 6 To t a l % 2. 3 2 5 5 . 6 3 2 . 9 1. 5 5 . 2 1 . 7 8 . 4 4. 4 3 0 . 3 2 . 1 3 6 . 9 8. 7 8 . 7 4 . 5 2 1 . 9 6. 4 9 3 . 6 Pa s s e n g e r V e h i c l e s 22 4 24 0 2 55 0 34 1 9 15 0 50 5 16 6 92 3 43 6 29 3 7 20 5 36 1 8 85 9 85 2 44 1 24 3 5 0 0 10 3 9 5 % P a s s e n g e r V e h i c l e s 99 . 1 9 6 . 6 9 8 . 7 9 9 . 2 9 7 . 3 99 . 3 9 8 . 4 9 8 . 2 9 9 9 8 . 6 98 . 6 9 7 . 4 9 7 . 6 9 7 . 6 9 7 . 6 98 . 7 9 8 . 8 9 8 . 4 9 8 . 3 9 8 . 7 0 0 9 7 . 8 La r g e 2 A x l e V e h i c l e s 2 41 5 49 1 8 3 13 5 56 5 67 10 10 4 27 0 0 15 6 % L a r g e 2 A x l e V e h i c l e s 0. 9 1 . 6 0 . 9 0 . 4 1 . 4 0. 7 1 . 6 1 . 8 1 1 . 4 1. 1 1 . 9 2 . 4 2 . 4 1 . 8 1. 1 1 . 2 0 . 9 1 1 . 1 0 0 1 . 5 3 A x l e V e h i c l e s 0 37 1 39 0 0 0 0 0 14 0 14 1 0 3 6 0 0 59 % 3 A x l e V e h i c l e s 0 1 . 5 0 . 2 0 . 4 1 . 1 0 0 0 0 0 0 0 . 5 0 0 0 . 4 0. 1 0 0 . 7 0 . 7 0 . 2 0 0 0 . 6 4+ A x l e T r u c k s 0 6 1 7 0 0 0 0 1 7 0 8 0 0 0 0 0 0 15 % 4 + A x l e T r u c k s 0 0 . 2 0 . 2 0 0 . 2 0 0 0 0 0 0. 2 0 . 2 0 0 0 . 2 0 0 0 0 0 0 0 0 . 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-301 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 14 1 8 7 46 24 7 12 38 1 3 6 3 30 24 3 15 2 8 8 74 6 3 3 7 1 7 4 77 2 03 : 1 5 P M 13 21 5 36 26 4 9 3 2 1 2 5 3 33 2 3 7 17 28 7 64 6 1 38 16 3 76 7 03 : 3 0 P M 7 1 7 4 3 9 2 2 0 11 3 8 15 6 4 35 23 9 1 5 28 9 78 63 3 8 17 9 75 2 03 : 4 5 P M 24 19 7 3 5 2 5 6 7 39 13 5 9 27 2 2 9 1 6 2 7 2 64 64 34 1 6 2 74 9 To t a l V o l u m e 58 77 3 15 6 98 7 39 14 7 53 23 9 12 5 94 8 63 11 3 6 28 0 25 1 14 7 67 8 30 4 0 % A p p . T o t a l 5. 9 78 . 3 15 . 8 16 . 3 61 . 5 22 . 2 11 83 . 5 5. 5 41 . 3 37 21 . 7 PH F .6 0 4 .8 9 9 .8 4 8 .9 3 5 .8 1 3 .9 4 2 .8 8 3 .9 3 4 .8 9 3 .9 7 5 .9 2 6 .9 8 3 .8 9 7 .9 8 0 .9 6 7 .9 4 7 .9 8 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-302 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 15 6 Th r u 77 3 Le f t 58 In Ou t To t a l 12 8 1 98 7 22 6 8 Right 53 Thru 147 Left 39 Out TotalIn 372 239 611 Le f t 12 5 Th r u 94 8 Ri g h t 63 Ou t To t a l In 95 9 11 3 6 20 9 5 Left 280 Thru 251 Right 147 Total OutIn 428 678 1106 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-303 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 1 5 P M 04 : 4 5 P M 03 : 1 5 P M 03 : 0 0 P M +0 m i n s . 13 21 5 36 26 4 14 31 14 59 33 2 3 7 17 28 7 74 6 3 3 7 17 4 +1 5 m i n s . 7 1 7 4 3 9 2 2 0 9 3 7 1 3 5 9 35 2 3 9 1 5 2 8 9 64 6 1 38 16 3 +3 0 m i n s . 24 19 7 3 5 2 5 6 10 43 13 66 27 2 2 9 1 6 2 7 2 78 63 3 8 17 9 +4 5 m i n s . 13 1 8 4 56 25 3 11 4 1 8 6 0 37 2 4 8 10 29 5 64 64 34 16 2 To t a l V o l u m e 57 77 0 16 6 99 3 44 15 2 48 24 4 13 2 95 3 58 11 4 3 28 0 25 1 14 7 67 8 % A p p . T o t a l 5. 7 77 . 5 16 . 7 18 62 . 3 19 . 7 11 . 5 83 . 4 5. 1 41 . 3 37 21 . 7 PH F .5 9 4 .8 9 5 .7 4 1 .9 4 0 .7 8 6 .8 8 4 .8 5 7 .9 2 4 .8 9 2 .9 6 1 .8 5 3 .9 6 9 .8 9 7 .9 8 0 .9 6 7 .9 4 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-304 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 13 1 7 9 4 5 1 8 2 3 7 12 3 5 1 3 7 6 0 29 2 3 8 1 5 3 2 8 2 70 6 1 3 7 2 3 1 6 8 51 7 4 7 7 9 8 03 : 1 5 P M 13 2 0 3 3 6 1 8 2 5 2 9 2 9 1 1 7 4 9 32 2 2 7 1 7 1 2 7 6 63 6 1 3 7 2 3 1 6 1 49 7 3 8 7 8 7 03 : 3 0 P M 7 1 6 7 3 8 1 9 2 1 2 11 3 8 1 4 7 6 3 35 2 3 2 1 4 2 2 8 1 78 6 1 3 7 2 4 1 7 6 52 7 3 2 7 8 4 03 : 4 5 P M 24 1 9 4 3 5 1 8 2 5 3 7 3 8 1 2 7 5 7 27 2 1 6 1 5 4 2 5 8 64 6 2 3 4 2 1 1 6 0 50 7 2 8 7 7 8 To t a l 57 74 3 15 4 7 3 95 4 39 14 0 50 2 8 22 9 12 3 91 3 61 1 0 10 9 7 27 5 24 5 14 5 9 1 66 5 20 2 29 4 5 31 4 7 04 : 0 0 P M 12 1 7 7 5 6 1 5 2 4 5 7 3 8 4 1 4 9 37 2 3 9 9 0 2 8 5 53 4 8 4 1 2 9 1 4 2 45 7 2 1 7 6 6 04 : 1 5 P M 13 1 7 7 3 6 1 5 2 2 6 14 3 7 1 6 8 6 7 23 2 0 0 1 7 4 2 4 0 67 6 7 3 3 1 7 1 6 7 44 7 0 0 7 4 4 04 : 3 0 P M 10 1 6 8 3 4 1 8 2 1 2 8 3 1 1 1 8 5 0 21 1 9 5 9 3 2 2 5 61 5 5 2 5 1 6 1 4 1 45 6 2 8 6 7 3 04 : 4 5 P M 11 1 6 0 3 5 1 7 2 0 6 14 3 1 1 4 9 5 9 41 2 1 8 1 5 2 2 7 4 62 5 5 3 4 2 6 1 5 1 54 6 9 0 7 4 4 To t a l 46 68 2 16 1 6 5 88 9 43 13 7 45 2 6 22 5 12 2 85 2 50 9 10 2 4 24 3 22 5 13 3 8 8 60 1 18 8 27 3 9 29 2 7 05 : 0 0 P M 21 1 6 3 4 7 1 6 2 3 1 9 3 7 1 3 1 1 5 9 34 1 9 2 1 7 2 2 4 3 81 6 0 3 6 2 6 1 7 7 55 7 1 0 7 6 5 05 : 1 5 P M 22 1 5 3 3 1 1 5 2 0 6 10 4 3 1 3 9 6 6 39 2 6 3 1 8 5 3 2 0 67 7 8 2 6 2 1 1 7 1 50 7 6 3 8 1 3 05 : 3 0 P M 11 1 3 4 3 2 1 2 1 7 7 11 4 1 8 5 6 0 27 1 6 4 1 8 2 2 0 9 52 6 1 2 3 1 1 1 3 6 30 5 8 2 6 1 2 05 : 4 5 P M 14 1 4 7 3 1 1 3 1 9 2 11 3 1 1 2 1 1 5 4 20 1 5 9 1 7 2 1 9 6 47 6 0 3 0 1 4 1 3 7 40 5 7 9 6 1 9 To t a l 68 59 7 14 1 5 6 80 6 41 15 2 46 3 6 23 9 12 0 77 8 70 1 1 96 8 24 7 25 9 11 5 7 2 62 1 17 5 26 3 4 28 0 9 06 : 0 0 P M 12 9 8 2 5 1 2 1 3 5 12 1 7 6 3 3 5 19 1 4 3 4 2 1 6 6 21 3 8 1 6 1 2 7 5 29 4 1 1 4 4 0 06 : 1 5 P M 15 9 7 2 4 1 2 1 3 6 3 1 9 1 3 7 3 5 22 8 4 8 4 1 1 4 29 3 6 1 3 8 7 8 31 3 6 3 3 9 4 06 : 3 0 P M 15 9 7 2 6 1 7 1 3 8 4 2 0 4 1 2 8 23 9 4 6 3 1 2 3 27 2 5 1 1 7 6 3 28 3 5 2 3 8 0 06 : 4 5 P M 11 8 8 1 9 8 1 1 8 8 2 0 2 1 3 0 7 7 3 6 1 8 6 17 2 4 8 5 4 9 15 2 8 3 2 9 8 To t a l 53 38 0 94 4 9 52 7 27 76 25 1 2 12 8 71 39 4 24 1 0 48 9 94 12 3 48 3 2 26 5 10 3 14 0 9 15 1 2 Gr a n d T o t a l 22 4 2 4 0 2 5 5 0 2 4 3 3 1 7 6 15 0 5 0 5 1 6 6 1 0 2 8 2 1 43 6 2 9 3 7 2 0 5 4 0 3 5 7 8 85 9 8 5 2 4 4 1 2 8 3 2 1 5 2 66 8 9 7 2 7 1 0 3 9 5 Ap p r c h % 7. 1 7 5 . 6 1 7 . 3 18 . 3 6 1 . 5 2 0 . 2 12 . 2 8 2 . 1 5 . 7 39 . 9 3 9 . 6 2 0 . 5 To t a l % 2. 3 2 4 . 7 5 . 7 3 2 . 7 1. 5 5 . 2 1 . 7 8 . 4 4. 5 3 0 . 2 2 . 1 3 6 . 8 8. 8 8 . 8 4 . 5 2 2 . 1 6. 4 9 3 . 6 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 13 1 7 9 45 23 7 12 35 1 3 6 0 29 23 8 15 28 2 70 6 1 37 16 8 74 7 03 : 1 5 P M 13 20 3 36 2 5 2 9 2 9 1 1 4 9 32 2 2 7 17 27 6 63 6 1 3 7 1 6 1 73 8 03 : 3 0 P M 7 1 6 7 3 8 2 1 2 11 38 1 4 63 35 23 2 1 4 2 8 1 78 61 3 7 17 6 73 2 03 : 4 5 P M 24 19 4 3 5 25 3 7 3 8 1 2 5 7 27 2 1 6 1 5 2 5 8 64 62 34 1 6 0 72 8 To t a l V o l u m e 57 74 3 15 4 95 4 39 14 0 50 22 9 12 3 91 3 61 10 9 7 27 5 24 5 14 5 66 5 29 4 5 % A p p . T o t a l 6 77 . 9 16 . 1 17 61 . 1 21 . 8 11 . 2 83 . 2 5. 6 41 . 4 36 . 8 21 . 8 PH F .5 9 4 .9 1 5 .8 5 6 .9 4 3 .8 1 3 .9 2 1 .8 9 3 .9 0 9 .8 7 9 .9 5 9 .8 9 7 .9 7 3 .8 8 1 .9 8 8 .9 8 0 .9 4 5 .9 8 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-305 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 15 4 Th r u 74 3 Le f t 57 In Ou t To t a l 12 3 8 95 4 21 9 2 Right 50 Thru 140 Left 39 Out TotalIn 363 229 592 Le f t 12 3 Th r u 91 3 Ri g h t 61 Ou t To t a l In 92 7 10 9 7 20 2 4 Left 275 Thru 245 Right 145 Total OutIn 417 665 1082 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-306 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 13 1 7 9 45 23 7 12 35 1 3 6 0 29 23 8 15 28 2 70 6 1 37 16 8 +1 5 m i n s . 13 20 3 36 2 5 2 9 2 9 1 1 4 9 32 2 2 7 17 27 6 63 6 1 3 7 16 1 +3 0 m i n s . 7 1 6 7 3 8 2 1 2 11 38 1 4 6 3 35 23 2 1 4 2 8 1 78 61 3 7 17 6 +4 5 m i n s . 24 19 4 3 5 25 3 7 3 8 1 2 5 7 27 2 1 6 1 5 2 5 8 64 62 34 16 0 To t a l V o l u m e 57 74 3 15 4 95 4 39 14 0 50 22 9 12 3 91 3 61 10 9 7 27 5 24 5 14 5 66 5 % A p p . T o t a l 6 77 . 9 16 . 1 17 61 . 1 21 . 8 11 . 2 83 . 2 5. 6 41 . 4 36 . 8 21 . 8 PH F .5 9 4 .9 1 5 .8 5 6 .9 4 3 .8 1 3 .9 2 1 .8 9 3 .9 0 9 .8 7 9 .9 5 9 .8 9 7 .9 7 3 .8 8 1 .9 8 8 .9 8 0 .9 4 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-307 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 1 5 1 0 7 0 3 0 0 3 1 4 0 0 5 4 2 0 0 6 0 2 1 2 1 03 : 1 5 P M 0 8 0 0 8 0 3 1 0 4 1 8 0 0 9 1 0 1 1 2 1 2 3 2 4 03 : 3 0 P M 0 5 1 0 6 0 0 1 0 1 0 4 1 0 5 0 2 0 0 2 0 1 4 1 4 03 : 4 5 P M 0 3 0 0 3 0 1 1 1 2 0 8 1 1 9 0 2 0 0 2 2 1 6 1 8 To t a l 1 21 2 0 24 0 7 3 1 10 2 24 2 1 28 5 6 1 1 12 3 74 77 04 : 0 0 P M 1 4 0 0 5 0 0 0 0 0 0 6 1 0 7 0 0 0 0 0 0 1 2 1 2 04 : 1 5 P M 0 0 1 1 1 0 0 0 0 0 1 7 0 0 8 1 1 0 0 2 1 1 1 1 2 04 : 3 0 P M 0 3 1 0 4 0 1 0 0 1 0 4 1 0 5 1 0 0 0 1 0 1 1 1 1 04 : 4 5 P M 0 3 1 0 4 0 0 0 0 0 0 4 1 0 5 1 2 2 1 5 1 1 4 1 5 To t a l 1 10 3 1 14 0 1 0 0 1 1 21 3 0 25 3 3 2 1 8 2 48 50 05 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 3 05 : 3 0 P M 0 3 0 0 3 0 0 0 0 0 1 1 0 0 2 0 1 1 1 2 1 7 8 05 : 4 5 P M 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 5 5 To t a l 0 7 0 0 7 0 0 0 0 0 1 7 0 0 8 1 1 1 1 3 1 18 19 06 : 0 0 P M 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 2 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 1 0 0 0 1 0 3 3 06 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 06 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 To t a l 0 3 0 0 3 1 0 0 0 1 1 4 0 0 5 1 0 0 0 1 0 10 10 Gr a n d T o t a l 2 4 1 5 1 4 8 1 8 3 1 1 2 5 5 6 5 1 6 6 10 1 0 4 3 2 4 6 1 5 0 1 5 6 Ap p r c h % 4. 2 8 5 . 4 1 0 . 4 8. 3 6 6 . 7 2 5 7. 6 8 4 . 8 7 . 6 41 . 7 4 1 . 7 1 6 . 7 To t a l % 1. 3 2 7 . 3 3 . 3 3 2 0. 7 5 . 3 2 8 3. 3 3 7 . 3 3 . 3 4 4 6. 7 6 . 7 2 . 7 1 6 3. 8 9 6 . 2 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 1 5 1 7 0 3 0 3 1 4 0 5 4 2 0 6 21 03 : 1 5 P M 0 8 0 8 0 3 1 4 1 8 0 9 1 0 1 2 23 03 : 3 0 P M 0 5 1 6 0 0 1 1 0 4 1 5 0 2 0 2 14 03 : 4 5 P M 0 3 0 3 0 1 1 2 0 8 1 9 0 2 0 2 16 To t a l V o l u m e 1 21 2 24 0 7 3 10 2 24 2 28 5 6 1 12 74 % A p p . T o t a l 4. 2 87 . 5 8. 3 0 70 30 7. 1 85 . 7 7. 1 41 . 7 50 8. 3 PH F .2 5 0 .6 5 6 .5 0 0 .7 5 0 .0 0 0 .5 8 3 .7 5 0 .6 2 5 .5 0 0 .7 5 0 .5 0 0 .7 7 8 .3 1 3 .7 5 0 .2 5 0 .5 0 0 .8 0 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-308 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 2 Th r u 21 Le f t 1 In Ou t To t a l 32 24 56 Right 3 Thru 7 Left 0 Out TotalIn 9 10 19 Le f t 2 Th r u 24 Ri g h t 2 Ou t To t a l In 22 28 50 Left 5 Thru 6 Right 1 Total OutIn 11 12 23 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-309 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 1 5 1 7 0 3 0 3 1 4 0 5 4 2 0 6 +1 5 m i n s . 0 8 0 8 0 3 1 4 1 8 0 9 1 0 1 2 +3 0 m i n s . 0 5 1 6 0 0 1 1 0 4 1 5 0 2 0 2 +4 5 m i n s . 0 3 0 3 0 1 1 2 0 8 1 9 0 2 0 2 To t a l V o l u m e 1 21 2 24 0 7 3 10 2 24 2 28 5 6 1 12 % A p p . T o t a l 4. 2 87 . 5 8. 3 0 70 30 7. 1 85 . 7 7. 1 41 . 7 50 8. 3 PH F .2 5 0 .6 5 6 .5 0 0 .7 5 0 .0 0 0 .5 8 3 .7 5 0 .6 2 5 .5 0 0 .7 5 0 .5 0 0 .7 7 8 .3 1 3 .7 5 0 .2 5 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-310 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 03 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 03 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 1 1 1 1 5 6 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 4 4 To t a l 0 6 0 0 6 0 0 0 0 0 0 8 0 0 8 0 0 1 1 1 1 15 16 04 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 5 5 04 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 1 1 2 1 4 5 04 : 3 0 P M 0 3 1 1 4 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 1 7 8 04 : 4 5 P M 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 To t a l 0 12 1 1 13 0 0 0 0 0 0 6 0 0 6 1 0 1 1 2 2 21 23 05 : 0 0 P M 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8 05 : 1 5 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 05 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 To t a l 0 14 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14 14 06 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 06 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 3 3 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 6 6 Gr a n d T o t a l 0 3 7 1 1 3 8 0 0 0 0 0 0 1 4 0 0 1 4 1 0 3 2 4 3 5 6 5 9 Ap p r c h % 0 9 7 . 4 2 . 6 0 0 0 0 1 0 0 0 25 0 7 5 To t a l % 0 6 6 . 1 1 . 8 6 7 . 9 0 0 0 0 0 2 5 0 2 5 1. 8 0 5 . 4 7 . 1 5. 1 9 4 . 9 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 03 : 1 5 P M 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 03 : 3 0 P M 0 2 0 2 0 0 0 0 0 2 0 2 0 0 1 1 5 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 4 To t a l V o l u m e 0 6 0 6 0 0 0 0 0 8 0 8 0 0 1 1 15 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 10 0 PH F .0 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-311 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 0 Th r u 6 Le f t 0 In Ou t To t a l 8 6 14 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 8 Ri g h t 0 Ou t To t a l In 7 8 15 Left 0 Thru 0 Right 1 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-312 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 +1 5 m i n s . 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 +3 0 m i n s . 0 2 0 2 0 0 0 0 0 2 0 2 0 0 1 1 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 To t a l V o l u m e 0 6 0 6 0 0 0 0 0 8 0 8 0 0 1 1 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 10 0 PH F .0 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-313 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 03 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 6 6 04 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 2 2 04 : 4 5 P M 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 2 1 0 3 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 5 5 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 Gr a n d T o t a l 0 6 1 0 7 0 0 0 0 0 1 7 0 0 8 0 0 0 0 0 0 1 5 1 5 Ap p r c h % 0 8 5 . 7 1 4 . 3 0 0 0 12 . 5 8 7 . 5 0 0 0 0 To t a l % 0 4 0 6 . 7 4 6 . 7 0 0 0 0 6. 7 4 6 . 7 0 5 3 . 3 0 0 0 0 0 1 0 0 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03 : 1 5 P M 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 To t a l V o l u m e 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .3 7 5 .0 0 0 .3 7 5 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-314 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 0 Th r u 3 Le f t 0 In Ou t To t a l 3 3 6 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 3 Ri g h t 0 Ou t To t a l In 3 3 6 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-315 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 To t a l V o l u m e 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .3 7 5 .0 0 0 .3 7 5 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-316 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 11 2 2 0 3 7 2 0 2 6 8 12 4 0 1 5 7 6 7 25 2 3 3 2 4 5 2 8 2 68 6 7 4 6 2 3 1 8 1 55 7 9 8 8 5 3 03 : 1 5 P M 12 1 9 4 4 6 2 3 2 5 2 8 4 5 1 1 5 6 4 28 2 2 3 1 6 3 2 6 7 59 7 3 4 2 2 2 1 7 4 53 7 5 7 8 1 0 03 : 3 0 P M 12 1 9 5 4 8 1 6 2 5 5 12 5 3 1 7 9 8 2 25 2 4 1 1 4 2 2 8 0 60 7 0 3 5 1 7 1 6 5 44 7 8 2 8 2 6 03 : 4 5 P M 13 2 1 1 3 6 5 2 6 0 9 5 3 1 0 6 7 2 27 2 3 5 1 5 6 2 7 7 65 6 5 3 2 1 8 1 6 2 35 7 7 1 8 0 6 To t a l 48 82 0 16 7 6 4 10 3 5 41 19 1 53 2 7 28 5 10 5 93 2 69 1 6 11 0 6 25 2 27 5 15 5 8 0 68 2 18 7 31 0 8 32 9 5 04 : 0 0 P M 14 1 5 1 3 5 1 7 2 0 0 7 2 5 7 6 3 9 40 2 0 1 1 4 5 2 5 5 72 6 3 4 0 2 6 1 7 5 54 6 6 9 7 2 3 04 : 1 5 P M 18 2 0 2 4 7 1 6 2 6 7 14 4 1 6 2 6 1 25 2 0 7 9 2 2 4 1 57 4 4 3 1 2 1 1 3 2 41 7 0 1 7 4 2 04 : 3 0 P M 16 1 7 5 3 3 1 4 2 2 4 9 3 5 6 5 5 0 27 1 7 9 1 3 3 2 1 9 63 5 8 3 2 1 8 1 5 3 40 6 4 6 6 8 6 04 : 4 5 P M 15 1 9 0 5 0 1 8 2 5 5 11 2 6 7 3 4 4 34 2 1 1 1 5 0 2 6 0 68 8 1 3 7 2 5 1 8 6 46 7 4 5 7 9 1 To t a l 63 71 8 16 5 6 5 94 6 41 12 7 26 1 6 19 4 12 6 79 8 51 1 0 97 5 26 0 24 6 14 0 9 0 64 6 18 1 27 6 1 29 4 2 05 : 0 0 P M 13 1 6 3 3 0 1 5 2 0 6 7 4 4 1 3 8 6 4 35 2 2 2 2 4 5 2 8 1 66 6 9 3 4 2 3 1 6 9 51 7 2 0 7 7 1 05 : 1 5 P M 16 1 6 8 4 2 1 2 2 2 6 12 3 6 8 1 5 6 27 1 9 6 1 0 2 2 3 3 59 6 4 3 0 2 4 1 5 3 39 6 6 8 7 0 7 05 : 3 0 P M 23 1 4 2 4 4 2 4 2 0 9 19 3 5 1 3 1 2 6 7 17 1 6 1 1 8 4 1 9 6 40 4 4 2 7 1 8 1 1 1 58 5 8 3 6 4 1 05 : 4 5 P M 10 1 6 7 4 2 1 7 2 1 9 11 2 7 1 2 6 5 0 14 1 5 7 1 5 2 1 8 6 34 5 3 1 9 7 1 0 6 32 5 6 1 5 9 3 To t a l 62 64 0 15 8 6 8 86 0 49 14 2 46 2 7 23 7 93 73 6 67 1 3 89 6 19 9 23 0 11 0 7 2 53 9 18 0 25 3 2 27 1 2 06 : 0 0 P M 8 1 1 2 3 9 1 8 1 5 9 13 2 2 8 5 4 3 19 1 3 0 9 5 1 5 8 27 4 1 1 7 1 1 8 5 39 4 4 5 4 8 4 06 : 1 5 P M 9 1 2 5 2 4 1 2 1 5 8 7 2 1 3 2 3 1 19 9 4 1 1 4 1 2 4 42 4 3 2 0 5 1 0 5 23 4 1 8 4 4 1 06 : 3 0 P M 15 1 1 7 3 9 1 5 1 7 1 8 2 2 7 5 3 7 24 9 5 1 2 2 1 3 1 18 2 9 1 7 1 5 6 4 37 4 0 3 4 4 0 06 : 4 5 P M 23 1 1 4 2 4 1 0 1 6 1 7 1 7 6 5 3 0 18 1 0 4 1 2 4 1 3 4 18 3 5 1 7 1 2 7 0 31 3 9 5 4 2 6 To t a l 55 46 8 12 6 5 5 64 9 35 82 24 1 7 14 1 80 42 3 44 1 5 54 7 10 5 14 8 71 4 3 32 4 13 0 16 6 1 17 9 1 Gr a n d T o t a l 22 8 2 6 4 6 6 1 6 2 5 2 3 4 9 0 16 6 5 4 2 1 4 9 8 7 8 5 7 40 4 2 8 8 9 2 3 1 5 4 3 5 2 4 81 6 8 9 9 4 7 6 2 8 5 2 1 9 1 67 8 1 0 0 6 2 1 0 7 4 0 Ap p r c h % 6. 5 7 5 . 8 1 7 . 7 19 . 4 6 3 . 2 1 7 . 4 11 . 5 8 2 6 . 6 37 . 2 4 1 2 1 . 7 To t a l % 2. 3 2 6 . 3 6 . 1 3 4 . 7 1. 6 5 . 4 1 . 5 8 . 5 4 2 8 . 7 2 . 3 3 5 8. 1 8 . 9 4 . 7 2 1 . 8 6. 3 9 3 . 7 Pa s s e n g e r V e h i c l e s 22 6 25 7 0 60 9 36 5 2 16 5 53 8 14 8 93 8 40 1 28 1 5 22 9 34 9 9 79 9 88 9 46 9 24 3 8 0 0 10 5 2 7 % P a s s e n g e r V e h i c l e s 99 . 1 9 7 . 1 9 8 . 9 9 8 9 7 . 6 99 . 4 9 9 . 3 9 9 . 3 1 0 0 9 9 . 4 99 . 3 9 7 . 4 9 9 . 1 1 0 0 9 7 . 8 97 . 9 9 8 . 9 9 8 . 5 9 8 . 6 9 8 . 5 0 0 9 8 La r g e 2 A x l e V e h i c l e s 2 37 6 50 1 4 1 6 3 53 2 58 17 10 5 36 0 0 15 0 % L a r g e 2 A x l e V e h i c l e s 0. 9 1 . 4 1 2 1 . 3 0. 6 0 . 7 0 . 7 0 0 . 6 0. 7 1 . 8 0 . 9 0 1 . 6 2. 1 1 . 1 1 . 1 1 . 4 1 . 5 0 0 1 . 4 3 A x l e V e h i c l e s 0 32 1 33 0 0 0 0 0 7 0 7 0 0 2 2 0 0 42 % 3 A x l e V e h i c l e s 0 1 . 2 0 . 2 0 0 . 9 0 0 0 0 0 0 0 . 2 0 0 0 . 2 0 0 0 . 4 0 0 . 1 0 0 0 . 4 4+ A x l e T r u c k s 0 7 0 7 0 0 0 0 0 14 0 14 0 0 0 0 0 0 21 % 4 + A x l e T r u c k s 0 0 . 3 0 0 0 . 2 0 0 0 0 0 0 0 . 5 0 0 0 . 4 0 0 0 0 0 0 0 0 . 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-317 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 11 22 0 37 26 8 12 40 1 5 6 7 25 2 3 3 24 2 8 2 68 67 46 1 8 1 79 8 03 : 1 5 P M 12 1 9 4 4 6 2 5 2 8 4 5 1 1 6 4 28 22 3 1 6 2 6 7 59 73 42 1 7 4 75 7 03 : 3 0 P M 12 1 9 5 48 25 5 12 53 1 7 8 2 25 24 1 14 2 8 0 60 7 0 3 5 1 6 5 78 2 03 : 4 5 P M 13 21 1 3 6 2 6 0 9 5 3 1 0 7 2 27 2 3 5 1 5 2 7 7 65 6 5 3 2 1 6 2 77 1 To t a l V o l u m e 48 82 0 16 7 10 3 5 41 19 1 53 28 5 10 5 93 2 69 11 0 6 25 2 27 5 15 5 68 2 31 0 8 % A p p . T o t a l 4. 6 79 . 2 16 . 1 14 . 4 67 18 . 6 9. 5 84 . 3 6. 2 37 40 . 3 22 . 7 PH F .9 2 3 .9 3 2 .8 7 0 .9 6 5 .8 5 4 .9 0 1 .7 7 9 .8 6 9 .9 3 8 .9 6 7 .7 1 9 .9 8 0 .9 2 6 .9 4 2 .8 4 2 .9 4 2 .9 7 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-318 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 16 7 Th r u 82 0 Le f t 48 In Ou t To t a l 12 3 7 10 3 5 22 7 2 Right 53 Thru 191 Left 41 Out TotalIn 392 285 677 Le f t 10 5 Th r u 93 2 Ri g h t 69 Ou t To t a l In 10 1 6 11 0 6 21 2 2 Left 252 Thru 275 Right 155 Total OutIn 463 682 1145 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-319 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 11 22 0 37 26 8 12 40 1 5 6 7 25 2 3 3 24 2 8 2 68 67 46 18 1 +1 5 m i n s . 12 1 9 4 4 6 2 5 2 8 4 5 1 1 6 4 28 22 3 1 6 2 6 7 59 73 42 17 4 +3 0 m i n s . 12 1 9 5 48 25 5 12 53 1 7 8 2 25 24 1 14 2 8 0 60 7 0 3 5 16 5 +4 5 m i n s . 13 21 1 3 6 2 6 0 9 5 3 1 0 7 2 27 2 3 5 1 5 2 7 7 65 6 5 3 2 16 2 To t a l V o l u m e 48 82 0 16 7 10 3 5 41 19 1 53 28 5 10 5 93 2 69 11 0 6 25 2 27 5 15 5 68 2 % A p p . T o t a l 4. 6 79 . 2 16 . 1 14 . 4 67 18 . 6 9. 5 84 . 3 6. 2 37 40 . 3 22 . 7 PH F .9 2 3 .9 3 2 .8 7 0 .9 6 5 .8 5 4 .9 0 1 .7 7 9 .8 6 9 .9 3 8 .9 6 7 .7 1 9 .9 8 0 .9 2 6 .9 4 2 .8 4 2 .9 4 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-320 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 11 2 1 1 3 6 1 9 2 5 8 12 3 9 1 5 7 6 6 25 2 2 6 2 4 5 2 7 5 63 6 6 4 5 2 2 1 7 4 53 7 7 3 8 2 6 03 : 1 5 P M 11 1 8 5 4 6 2 3 2 4 2 8 4 4 1 0 5 6 2 28 2 0 9 1 6 3 2 5 3 55 7 2 4 0 2 1 1 6 7 52 7 2 4 7 7 6 03 : 3 0 P M 11 1 8 8 4 6 1 4 2 4 5 12 5 3 1 7 9 8 2 25 2 3 5 1 4 2 2 7 4 60 7 0 3 5 1 7 1 6 5 42 7 6 6 8 0 8 03 : 4 5 P M 13 2 0 8 3 5 5 2 5 6 8 5 2 1 0 6 7 0 26 2 2 7 1 5 6 2 6 8 65 6 3 3 1 1 7 1 5 9 34 7 5 3 7 8 7 To t a l 46 79 2 16 3 6 1 10 0 1 40 18 8 52 2 7 28 0 10 4 89 7 69 1 6 10 7 0 24 3 27 1 15 1 7 7 66 5 18 1 30 1 6 31 9 7 04 : 0 0 P M 14 1 4 8 3 5 1 7 1 9 7 7 2 5 7 6 3 9 40 1 9 6 1 3 5 2 4 9 69 6 1 4 0 2 6 1 7 0 54 6 5 5 7 0 9 04 : 1 5 P M 18 1 9 8 4 6 1 5 2 6 2 14 4 0 6 2 6 0 24 2 0 1 9 2 2 3 4 55 4 4 3 1 2 1 1 3 0 40 6 8 6 7 2 6 04 : 3 0 P M 16 1 6 9 3 2 1 4 2 1 7 9 3 5 6 5 5 0 27 1 7 5 1 2 3 2 1 4 63 5 8 3 2 1 8 1 5 3 40 6 3 4 6 7 4 04 : 4 5 P M 15 1 8 2 5 0 1 8 2 4 7 11 2 6 7 3 4 4 33 2 0 6 1 5 0 2 5 4 68 8 0 3 6 2 4 1 8 4 45 7 2 9 7 7 4 To t a l 63 69 7 16 3 6 4 92 3 41 12 6 26 1 6 19 3 12 4 77 8 49 1 0 95 1 25 5 24 3 13 9 8 9 63 7 17 9 27 0 4 28 8 3 05 : 0 0 P M 13 1 6 0 3 0 1 5 2 0 3 7 4 4 1 3 8 6 4 35 2 2 0 2 4 5 2 7 9 65 6 8 3 4 2 3 1 6 7 51 7 1 3 7 6 4 05 : 1 5 P M 16 1 6 2 4 2 1 2 2 2 0 12 3 6 8 1 5 6 27 1 9 2 1 0 2 2 2 9 58 6 4 2 9 2 4 1 5 1 39 6 5 6 6 9 5 05 : 3 0 P M 23 1 3 3 4 4 2 4 2 0 0 19 3 5 1 3 1 2 6 7 17 1 5 9 1 8 4 1 9 4 40 4 3 2 6 1 8 1 0 9 58 5 7 0 6 2 8 05 : 4 5 P M 10 1 6 4 4 2 1 7 2 1 6 11 2 7 1 2 6 5 0 14 1 5 4 1 5 2 1 8 3 34 5 3 1 9 7 1 0 6 32 5 5 5 5 8 7 To t a l 62 61 9 15 8 6 8 83 9 49 14 2 46 2 7 23 7 93 72 5 67 1 3 88 5 19 7 22 8 10 8 7 2 53 3 18 0 24 9 4 26 7 4 06 : 0 0 P M 8 1 0 9 3 9 1 8 1 5 6 13 2 2 8 5 4 3 19 1 3 0 9 5 1 5 8 26 4 0 1 7 1 1 8 3 39 4 4 0 4 7 9 06 : 1 5 P M 9 1 2 5 2 3 1 1 1 5 7 7 2 1 3 2 3 1 19 9 0 1 1 4 1 2 0 42 4 3 2 0 5 1 0 5 22 4 1 3 4 3 5 06 : 3 0 P M 15 1 1 6 3 9 1 5 1 7 0 8 2 2 7 5 3 7 24 9 3 1 2 2 1 2 9 18 2 9 1 7 1 5 6 4 37 4 0 0 4 3 7 06 : 4 5 P M 23 1 1 2 2 4 1 0 1 5 9 7 1 7 6 5 3 0 18 1 0 2 1 2 4 1 3 2 18 3 5 1 7 1 2 7 0 31 3 9 1 4 2 2 To t a l 55 46 2 12 5 5 4 64 2 35 82 24 1 7 14 1 80 41 5 44 1 5 53 9 10 4 14 7 71 4 3 32 2 12 9 16 4 4 17 7 3 Gr a n d T o t a l 22 6 2 5 7 0 6 0 9 2 4 7 3 4 0 5 16 5 5 3 8 1 4 8 8 7 8 5 1 40 1 2 8 1 5 2 2 9 5 4 3 4 4 5 79 9 8 8 9 4 6 9 2 8 1 2 1 5 7 66 9 9 8 5 8 1 0 5 2 7 Ap p r c h % 6. 6 7 5 . 5 1 7 . 9 19 . 4 6 3 . 2 1 7 . 4 11 . 6 8 1 . 7 6 . 6 37 4 1 . 2 2 1 . 7 To t a l % 2. 3 2 6 . 1 6 . 2 3 4 . 5 1. 7 5 . 5 1 . 5 8 . 6 4. 1 2 8 . 6 2 . 3 3 4 . 9 8. 1 9 4 . 8 2 1 . 9 6. 4 9 3 . 6 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 11 21 1 36 25 8 12 39 1 5 6 6 25 2 2 6 24 2 7 5 63 6 6 45 1 7 4 77 3 03 : 1 5 P M 11 1 8 5 46 24 2 8 4 4 1 0 6 2 28 20 9 1 6 2 5 3 55 72 40 1 6 7 72 4 03 : 3 0 P M 11 1 8 8 4 6 2 4 5 12 53 1 7 82 25 23 5 14 2 7 4 60 7 0 3 5 1 6 5 76 6 03 : 4 5 P M 13 20 8 3 5 2 5 6 8 5 2 1 0 7 0 26 2 2 7 1 5 2 6 8 65 63 3 1 1 5 9 75 3 To t a l V o l u m e 46 79 2 16 3 10 0 1 40 18 8 52 28 0 10 4 89 7 69 10 7 0 24 3 27 1 15 1 66 5 30 1 6 % A p p . T o t a l 4. 6 79 . 1 16 . 3 14 . 3 67 . 1 18 . 6 9. 7 83 . 8 6. 4 36 . 5 40 . 8 22 . 7 PH F .8 8 5 .9 3 8 .8 8 6 .9 7 0 .8 3 3 .8 8 7 .7 6 5 .8 5 4 .9 2 9 .9 5 4 .7 1 9 .9 7 3 .9 3 5 .9 4 1 .8 3 9 .9 5 5 .9 7 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-321 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 16 3 Th r u 79 2 Le f t 46 In Ou t To t a l 11 9 2 10 0 1 21 9 3 Right 52 Thru 188 Left 40 Out TotalIn 386 280 666 Le f t 10 4 Th r u 89 7 Ri g h t 69 Ou t To t a l In 98 3 10 7 0 20 5 3 Left 243 Thru 271 Right 151 Total OutIn 455 665 1120 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-322 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 11 21 1 36 25 8 12 39 1 5 6 6 25 2 2 6 24 2 7 5 63 6 6 45 17 4 +1 5 m i n s . 11 1 8 5 46 24 2 8 4 4 1 0 6 2 28 20 9 1 6 2 5 3 55 72 40 16 7 +3 0 m i n s . 11 1 8 8 4 6 2 4 5 12 53 1 7 8 2 25 23 5 14 2 7 4 60 7 0 3 5 16 5 +4 5 m i n s . 13 20 8 3 5 2 5 6 8 5 2 1 0 7 0 26 2 2 7 1 5 2 6 8 65 63 3 1 15 9 To t a l V o l u m e 46 79 2 16 3 10 0 1 40 18 8 52 28 0 10 4 89 7 69 10 7 0 24 3 27 1 15 1 66 5 % A p p . T o t a l 4. 6 79 . 1 16 . 3 14 . 3 67 . 1 18 . 6 9. 7 83 . 8 6. 4 36 . 5 40 . 8 22 . 7 PH F .8 8 5 .9 3 8 .8 8 6 .9 7 0 .8 3 3 .8 8 7 .7 6 5 .8 5 4 .9 2 9 .9 5 4 .7 1 9 .9 7 3 .9 3 5 .9 4 1 .8 3 9 .9 5 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-323 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 4 1 1 5 0 1 0 0 1 0 6 0 0 6 5 1 1 1 7 2 1 9 2 1 03 : 1 5 P M 1 9 0 0 1 0 0 1 1 0 2 0 1 3 0 0 1 3 4 1 2 1 7 1 3 2 3 3 03 : 3 0 P M 1 6 2 2 9 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 2 1 3 1 5 03 : 4 5 P M 0 2 0 0 2 1 1 0 0 2 1 5 0 0 6 0 2 1 1 3 1 1 3 1 4 To t a l 2 21 3 3 26 1 3 1 0 5 1 28 0 0 29 9 4 4 3 17 6 77 83 04 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 3 1 0 4 3 2 0 0 5 0 1 2 1 2 04 : 1 5 P M 0 2 1 1 3 0 1 0 0 1 1 3 0 0 4 2 0 0 0 2 1 1 0 1 1 04 : 3 0 P M 0 3 1 0 4 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 6 6 04 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 1 4 0 0 5 0 1 1 1 2 1 8 9 To t a l 0 9 2 1 11 0 1 0 0 1 2 11 2 0 15 5 3 1 1 9 2 36 38 05 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 1 1 0 0 2 0 5 5 05 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 4 4 05 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 3 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 3 To t a l 0 4 0 0 4 0 0 0 0 0 0 7 0 0 7 2 2 0 0 4 0 15 15 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 2 2 06 : 1 5 P M 0 0 1 1 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 1 4 5 06 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 06 : 4 5 P M 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 4 To t a l 0 3 1 1 4 0 0 0 0 0 0 7 0 0 7 1 1 0 0 2 1 13 14 Gr a n d T o t a l 2 3 7 6 5 4 5 1 4 1 0 6 3 5 3 2 0 5 8 17 1 0 5 4 3 2 9 1 4 1 1 5 0 Ap p r c h % 4. 4 8 2 . 2 1 3 . 3 16 . 7 6 6 . 7 1 6 . 7 5. 2 9 1 . 4 3 . 4 53 . 1 3 1 . 2 1 5 . 6 To t a l % 1. 4 2 6 . 2 4 . 3 3 1 . 9 0. 7 2 . 8 0 . 7 4 . 3 2. 1 3 7 . 6 1 . 4 4 1 . 1 12 . 1 7 . 1 3 . 5 2 2 . 7 6 9 4 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 4 1 5 0 1 0 1 0 6 0 6 5 1 1 7 19 03 : 1 5 P M 1 9 0 10 0 1 1 2 0 13 0 13 4 1 2 7 32 03 : 3 0 P M 1 6 2 9 0 0 0 0 0 4 0 4 0 0 0 0 13 03 : 4 5 P M 0 2 0 2 1 1 0 2 1 5 0 6 0 2 1 3 13 To t a l V o l u m e 2 21 3 26 1 3 1 5 1 28 0 29 9 4 4 17 77 % A p p . T o t a l 7. 7 80 . 8 11 . 5 20 60 20 3. 4 96 . 6 0 52 . 9 23 . 5 23 . 5 PH F .5 0 0 .5 8 3 .3 7 5 .6 5 0 .2 5 0 .7 5 0 .2 5 0 .6 2 5 .2 5 0 .5 3 8 .0 0 0 .5 5 8 .4 5 0 .5 0 0 .5 0 0 .6 0 7 .6 0 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-324 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 3 Th r u 21 Le f t 2 In Ou t To t a l 38 26 64 Right 1 Thru 3 Left 1 Out TotalIn 6 5 11 Le f t 1 Th r u 28 Ri g h t 0 Ou t To t a l In 26 29 55 Left 9 Thru 4 Right 4 Total OutIn 7 17 24 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-325 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 4 1 5 0 1 0 1 0 6 0 6 5 1 1 7 +1 5 m i n s . 1 9 0 10 0 1 1 2 0 13 0 13 4 1 2 7 +3 0 m i n s . 1 6 2 9 0 0 0 0 0 4 0 4 0 0 0 0 +4 5 m i n s . 0 2 0 2 1 1 0 2 1 5 0 6 0 2 1 3 To t a l V o l u m e 2 21 3 26 1 3 1 5 1 28 0 29 9 4 4 17 % A p p . T o t a l 7. 7 80 . 8 11 . 5 20 60 20 3. 4 96 . 6 0 52 . 9 23 . 5 23 . 5 PH F .5 0 0 .5 8 3 .3 7 5 .6 5 0 .2 5 0 .7 5 0 .2 5 0 .6 2 5 .2 5 0 .5 3 8 .0 0 0 .5 5 8 .4 5 0 .5 0 0 .5 0 0 .6 0 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-326 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 3 1 0 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 5 5 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 04 : 3 0 P M 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 6 6 04 : 4 5 P M 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 6 6 To t a l 0 10 0 0 10 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 14 14 05 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 05 : 1 5 P M 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 6 6 05 : 3 0 P M 0 7 0 0 7 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 9 9 05 : 4 5 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 To t a l 0 16 0 0 16 0 0 0 0 0 0 2 0 0 2 0 0 2 0 2 0 20 20 06 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 Gr a n d T o t a l 0 3 2 1 0 3 3 0 0 0 0 0 0 7 0 0 7 0 0 2 0 2 0 4 2 4 2 Ap p r c h % 0 9 7 3 0 0 0 0 1 0 0 0 0 0 1 0 0 To t a l % 0 7 6 . 2 2 . 4 7 8 . 6 0 0 0 0 0 1 6 . 7 0 1 6 . 7 0 0 4 . 8 4 . 8 0 1 0 0 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03 : 4 5 P M 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 To t a l V o l u m e 0 3 1 4 0 0 0 0 0 1 0 1 0 0 0 0 5 % A p p . T o t a l 0 75 25 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .3 7 5 .2 5 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .4 1 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-327 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 1 Th r u 3 Le f t 0 In Ou t To t a l 1 4 5 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 1 Ri g h t 0 Ou t To t a l In 3 1 4 Left 0 Thru 0 Right 0 Total OutIn 1 0 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-328 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 3 1 4 0 0 0 0 0 1 0 1 0 0 0 0 % A p p . T o t a l 0 75 25 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .3 7 5 .2 5 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-329 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 03 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 4 4 To t a l 0 4 0 0 4 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 10 10 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 3 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 To t a l 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 7 7 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 Gr a n d T o t a l 0 7 0 0 7 0 0 0 0 0 0 1 4 0 0 1 4 0 0 0 0 0 0 2 1 2 1 Ap p r c h % 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 To t a l % 0 3 3 . 3 0 3 3 . 3 0 0 0 0 0 6 6 . 7 0 6 6 . 7 0 0 0 0 0 1 0 0 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 03 : 4 5 P M 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4 To t a l V o l u m e 0 4 0 4 0 0 0 0 0 6 0 6 0 0 0 0 10 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .3 3 3 .0 0 0 .3 3 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .6 2 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-330 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 0 Th r u 4 Le f t 0 In Ou t To t a l 6 4 10 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 6 Ri g h t 0 Ou t To t a l In 4 6 10 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-331 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 +4 5 m i n s . 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 To t a l V o l u m e 0 4 0 4 0 0 0 0 0 6 0 6 0 0 0 0 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .3 3 3 .0 0 0 .3 3 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-332 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 11 1 1 6 2 3 1 0 1 5 0 7 3 0 8 2 4 5 31 1 2 1 9 1 1 6 1 29 1 7 1 4 9 6 0 22 4 1 6 4 3 8 10 : 1 5 A M 12 1 1 8 2 3 6 1 5 3 7 5 2 1 1 7 7 0 21 1 2 1 7 0 1 4 9 23 1 7 2 0 1 2 6 0 25 4 3 2 4 5 7 10 : 3 0 A M 9 1 3 4 3 4 1 3 1 7 7 21 3 3 1 1 1 0 6 5 23 1 3 8 7 4 1 6 8 23 1 6 1 4 1 2 5 3 39 4 6 3 5 0 2 10 : 4 5 A M 18 1 4 1 3 7 8 1 9 6 11 3 7 1 4 9 6 2 29 1 0 3 7 2 1 3 9 18 2 8 2 4 1 6 7 0 35 4 6 7 5 0 2 To t a l 50 50 9 11 7 3 7 67 6 46 15 2 44 2 8 24 2 10 4 48 3 30 7 61 7 93 78 72 4 9 24 3 12 1 17 7 8 18 9 9 11 : 0 0 A M 4 1 3 1 3 4 1 6 1 6 9 11 3 2 1 3 1 0 5 6 23 9 5 1 4 1 1 3 2 21 2 5 1 2 9 5 8 36 4 1 5 4 5 1 11 : 1 5 A M 7 1 4 3 3 7 1 0 1 8 7 7 2 9 1 2 9 4 8 16 1 1 8 8 3 1 4 2 17 3 7 1 8 1 3 7 2 35 4 4 9 4 8 4 11 : 3 0 A M 11 1 3 8 2 8 1 0 1 7 7 9 2 7 5 4 4 1 18 1 0 6 7 1 1 3 1 24 3 4 3 2 2 3 9 0 38 4 3 9 4 7 7 11 : 4 5 A M 16 1 3 5 3 9 1 7 1 9 0 13 4 3 1 5 1 3 7 1 28 9 5 1 1 3 1 3 4 18 3 8 2 2 1 2 7 8 45 4 7 3 5 1 8 To t a l 38 54 7 13 8 5 3 72 3 40 13 1 45 3 6 21 6 85 41 4 40 8 53 9 80 13 4 84 5 7 29 8 15 4 17 7 6 19 3 0 12 : 0 0 P M 12 1 3 2 3 6 1 2 1 8 0 22 3 7 1 1 7 7 0 31 1 1 7 5 1 1 5 3 28 3 4 1 0 4 7 2 24 4 7 5 4 9 9 12 : 1 5 P M 12 1 4 6 2 7 1 2 1 8 5 24 4 3 1 4 9 8 1 27 1 0 2 1 3 5 1 4 2 33 3 1 2 5 1 8 8 9 44 4 9 7 5 4 1 12 : 3 0 P M 11 1 5 2 4 0 1 3 2 0 3 7 4 1 1 4 9 6 2 20 1 3 7 1 0 3 1 6 7 34 3 5 2 6 1 3 9 5 38 5 2 7 5 6 5 12 : 4 5 P M 16 1 3 7 3 8 2 1 1 9 1 5 3 1 1 1 5 4 7 28 1 1 1 1 0 2 1 4 9 28 3 3 2 2 1 2 8 3 40 4 7 0 5 1 0 To t a l 51 56 7 14 1 5 8 75 9 58 15 2 50 3 0 26 0 10 6 46 7 38 1 1 61 1 12 3 13 3 83 4 7 33 9 14 6 19 6 9 21 1 5 01 : 0 0 P M 11 1 4 9 3 4 1 7 1 9 4 6 3 1 1 1 9 4 8 28 1 2 6 6 3 1 6 0 26 3 4 2 1 1 5 8 1 44 4 8 3 5 2 7 01 : 1 5 P M 8 1 6 2 3 0 7 2 0 0 6 3 3 9 7 4 8 13 1 1 9 1 0 0 1 4 2 29 3 3 2 3 1 6 8 5 30 4 7 5 5 0 5 01 : 3 0 P M 15 1 4 4 2 2 8 1 8 1 8 4 0 7 6 5 5 31 9 6 1 5 3 1 4 2 32 4 4 2 5 1 6 1 0 1 33 4 7 9 5 1 2 01 : 4 5 P M 13 1 3 6 3 1 1 4 1 8 0 8 3 1 7 4 4 6 23 9 5 1 5 5 1 3 3 28 4 0 2 7 1 2 9 5 35 4 5 4 4 8 9 To t a l 47 59 1 11 7 4 6 75 5 28 13 5 34 2 6 19 7 95 43 6 46 1 1 57 7 11 5 15 1 96 5 9 36 2 14 2 18 9 1 20 3 3 Gr a n d T o t a l 18 6 2 2 1 4 5 1 3 1 9 4 2 9 1 3 17 2 5 7 0 1 7 3 1 2 0 9 1 5 39 0 1 8 0 0 1 5 4 3 7 2 3 4 4 41 1 4 9 6 3 3 5 2 1 2 1 2 4 2 56 3 7 4 1 4 7 9 7 7 Ap p r c h % 6. 4 7 6 1 7 . 6 18 . 8 6 2 . 3 1 8 . 9 16 . 6 7 6 . 8 6 . 6 33 . 1 3 9 . 9 2 7 To t a l % 2. 5 2 9 . 9 6 . 9 3 9 . 3 2. 3 7 . 7 2 . 3 1 2 . 3 5. 3 2 4 . 3 2 . 1 3 1 . 6 5. 5 6 . 7 4 . 5 1 6 . 8 7. 1 9 2 . 9 Pa s s e n g e r V e h i c l e s 18 0 21 5 9 51 0 30 4 3 17 2 56 8 17 0 10 2 7 38 7 17 4 9 15 4 23 2 7 40 8 49 3 33 4 14 4 6 0 0 78 4 3 % P a s s e n g e r V e h i c l e s 96 . 8 9 7 . 5 9 9 . 4 1 0 0 9 7 . 9 10 0 9 9 . 6 9 8 . 3 9 7 . 5 9 9 . 2 99 . 2 9 7 . 2 1 0 0 1 0 0 9 7 . 7 99 . 3 9 9 . 4 9 9 . 7 9 9 . 5 9 9 . 4 0 0 9 8 . 3 La r g e 2 A x l e V e h i c l e s 4 32 3 39 0 2 2 6 3 31 0 34 3 3 1 8 0 0 87 % L a r g e 2 A x l e V e h i c l e s 2. 2 1 . 4 0 . 6 0 1 . 3 0 0 . 4 1 . 2 1 . 7 0 . 6 0. 8 1 . 7 0 0 1 . 4 0. 7 0 . 6 0 . 3 0 . 5 0 . 6 0 0 1 . 1 3 A x l e V e h i c l e s 1 21 0 22 0 0 1 2 0 13 0 13 0 0 0 0 0 0 37 % 3 A x l e V e h i c l e s 0. 5 0 . 9 0 0 0 . 7 0 0 0 . 6 0 . 8 0 . 2 0 0 . 7 0 0 0 . 5 0 0 0 0 0 0 0 0 . 5 4+ A x l e T r u c k s 1 2 0 3 0 0 0 0 0 7 0 7 0 0 0 0 0 0 10 % 4 + A x l e T r u c k s 0. 5 0 . 1 0 0 0 . 1 0 0 0 0 0 0 0 . 4 0 0 0 . 3 0 0 0 0 0 0 0 0 . 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-333 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 1 5 P M 12 : 1 5 P M 12 1 4 6 2 7 1 8 5 24 4 3 1 4 8 1 27 1 0 2 13 14 2 33 3 1 2 5 8 9 49 7 12 : 3 0 P M 11 15 2 4 0 2 0 3 7 4 1 1 4 6 2 20 13 7 10 16 7 34 3 5 2 6 9 5 52 7 12 : 4 5 P M 16 13 7 3 8 1 9 1 5 3 1 1 1 4 7 28 11 1 1 0 1 4 9 28 3 3 2 2 8 3 47 0 01 : 0 0 P M 11 1 4 9 3 4 1 9 4 6 3 1 1 1 4 8 28 1 2 6 6 1 6 0 26 3 4 2 1 8 1 48 3 To t a l V o l u m e 50 58 4 13 9 77 3 42 14 6 50 23 8 10 3 47 6 39 61 8 12 1 13 3 94 34 8 19 7 7 % A p p . T o t a l 6. 5 75 . 5 18 17 . 6 61 . 3 21 16 . 7 77 6. 3 34 . 8 38 . 2 27 PH F .7 8 1 .9 6 1 .8 6 9 .9 5 2 .4 3 8 .8 4 9 .8 9 3 .7 3 5 .9 2 0 .8 6 9 .7 5 0 .9 2 5 .8 9 0 .9 5 0 .9 0 4 .9 1 6 .9 3 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-334 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 13 9 Th r u 58 4 Le f t 50 In Ou t To t a l 64 7 77 3 14 2 0 Right 50 Thru 146 Left 42 Out TotalIn 222 238 460 Le f t 10 3 Th r u 47 6 Ri g h t 39 Ou t To t a l In 72 0 61 8 13 3 8 Left 121 Thru 133 Right 94 Total OutIn 388 348 736 Pe a k H o u r B e g i n s a t 1 2 : 1 5 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-335 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 3 0 P M 11 : 4 5 A M 12 : 1 5 P M 01 : 0 0 P M +0 m i n s . 11 1 5 2 40 2 0 3 13 43 1 5 71 27 1 0 2 13 14 2 26 3 4 2 1 81 +1 5 m i n s . 16 13 7 3 8 1 9 1 22 3 7 1 1 7 0 20 13 7 10 16 7 29 3 3 2 3 85 +3 0 m i n s . 11 1 4 9 3 4 1 9 4 24 43 1 4 81 28 11 1 1 0 1 4 9 32 4 4 25 10 1 +4 5 m i n s . 8 16 2 30 2 0 0 7 4 1 1 4 6 2 28 1 2 6 6 1 6 0 28 4 0 27 95 To t a l V o l u m e 46 60 0 14 2 78 8 66 16 4 54 28 4 10 3 47 6 39 61 8 11 5 15 1 96 36 2 % A p p . T o t a l 5. 8 76 . 1 18 23 . 2 57 . 7 19 16 . 7 77 6. 3 31 . 8 41 . 7 26 . 5 PH F .7 1 9 .9 2 6 .8 8 8 .9 7 0 .6 8 8 .9 5 3 .9 0 0 .8 7 7 .9 2 0 .8 6 9 .7 5 0 .9 2 5 .8 9 8 .8 5 8 .8 8 9 .8 9 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-336 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 11 1 1 3 2 3 1 0 1 4 7 7 3 0 8 2 4 5 31 1 1 4 9 1 1 5 4 29 1 7 1 4 9 6 0 22 4 0 6 4 2 8 10 : 1 5 A M 12 1 1 7 2 3 6 1 5 2 7 5 1 1 1 7 6 9 20 1 1 6 7 0 1 4 3 23 1 7 2 0 1 2 6 0 25 4 2 4 4 4 9 10 : 3 0 A M 9 1 3 1 3 4 1 3 1 7 4 21 3 3 1 1 1 0 6 5 23 1 3 6 7 4 1 6 6 23 1 6 1 4 1 2 5 3 39 4 5 8 4 9 7 10 : 4 5 A M 17 1 3 7 3 7 8 1 9 1 11 3 7 1 2 7 6 0 29 1 0 3 7 2 1 3 9 18 2 8 2 4 1 6 7 0 33 4 6 0 4 9 3 To t a l 49 49 8 11 7 3 7 66 4 46 15 1 42 2 6 23 9 10 3 46 9 30 7 60 2 93 78 72 4 9 24 3 11 9 17 4 8 18 6 7 11 : 0 0 A M 4 1 2 6 3 4 1 6 1 6 4 11 3 2 1 3 1 0 5 6 23 9 3 1 4 1 1 3 0 20 2 5 1 2 9 5 7 36 4 0 7 4 4 3 11 : 1 5 A M 7 1 3 8 3 6 1 0 1 8 1 7 2 9 1 2 9 4 8 15 1 1 6 8 3 1 3 9 17 3 6 1 8 1 3 7 1 35 4 3 9 4 7 4 11 : 3 0 A M 11 1 3 5 2 8 1 0 1 7 4 9 2 7 5 4 4 1 18 1 0 4 7 1 1 2 9 23 3 3 3 1 2 2 8 7 37 4 3 1 4 6 8 11 : 4 5 A M 16 1 3 3 3 9 1 7 1 8 8 13 4 2 1 5 1 3 7 0 28 9 4 1 1 3 1 3 3 18 3 7 2 2 1 2 7 7 45 4 6 8 5 1 3 To t a l 38 53 2 13 7 5 3 70 7 40 13 0 45 3 6 21 5 84 40 7 40 8 53 1 78 13 1 83 5 6 29 2 15 3 17 4 5 18 9 8 12 : 0 0 P M 12 1 2 7 3 6 1 2 1 7 5 22 3 7 1 1 7 7 0 31 1 1 1 5 1 1 4 7 28 3 4 1 0 4 7 2 24 4 6 4 4 8 8 12 : 1 5 P M 12 1 4 4 2 7 1 2 1 8 3 24 4 3 1 4 9 8 1 26 9 8 1 3 5 1 3 7 33 3 1 2 5 1 8 8 9 44 4 9 0 5 3 4 12 : 3 0 P M 11 1 4 8 3 9 1 3 1 9 8 7 4 1 1 4 9 6 2 20 1 3 5 1 0 3 1 6 5 34 3 5 2 6 1 3 9 5 38 5 2 0 5 5 8 12 : 4 5 P M 14 1 3 5 3 7 2 1 1 8 6 5 3 1 1 0 4 4 6 28 1 0 6 1 0 2 1 4 4 28 3 3 2 2 1 2 8 3 39 4 5 9 4 9 8 To t a l 49 55 4 13 9 5 8 74 2 58 15 2 49 2 9 25 9 10 5 45 0 38 1 1 59 3 12 3 13 3 83 4 7 33 9 14 5 19 3 3 20 7 8 01 : 0 0 P M 9 1 4 1 3 4 1 7 1 8 4 6 3 1 1 1 9 4 8 28 1 2 0 6 3 1 5 4 26 3 4 2 1 1 5 8 1 44 4 6 7 5 1 1 01 : 1 5 P M 8 1 5 6 3 0 7 1 9 4 6 3 3 9 7 4 8 13 1 1 8 1 0 0 1 4 1 29 3 3 2 3 1 6 8 5 30 4 6 8 4 9 8 01 : 3 0 P M 15 1 4 2 2 2 8 1 7 9 8 4 0 7 6 5 5 31 9 5 1 5 3 1 4 1 32 4 4 2 5 1 6 1 0 1 33 4 7 6 5 0 9 01 : 4 5 P M 12 1 3 6 3 1 1 4 1 7 9 8 3 1 7 4 4 6 23 9 0 1 5 5 1 2 8 27 4 0 2 7 1 2 9 4 35 4 4 7 4 8 2 To t a l 44 57 5 11 7 4 6 73 6 28 13 5 34 2 6 19 7 95 42 3 46 1 1 56 4 11 4 15 1 96 5 9 36 1 14 2 18 5 8 20 0 0 Gr a n d T o t a l 18 0 2 1 5 9 5 1 0 1 9 4 2 8 4 9 17 2 5 6 8 1 7 0 1 1 7 9 1 0 38 7 1 7 4 9 1 5 4 3 7 2 2 9 0 40 8 4 9 3 3 3 4 2 1 1 1 2 3 5 55 9 7 2 8 4 7 8 4 3 Ap p r c h % 6. 3 7 5 . 8 1 7 . 9 18 . 9 6 2 . 4 1 8 . 7 16 . 9 7 6 . 4 6 . 7 33 3 9 . 9 2 7 To t a l % 2. 5 2 9 . 6 7 3 9 . 1 2. 4 7 . 8 2 . 3 1 2 . 5 5. 3 2 4 2 . 1 3 1 . 4 5. 6 6 . 8 4 . 6 1 7 7. 1 9 2 . 9 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 1 5 P M 12 : 1 5 P M 12 1 4 4 2 7 1 8 3 24 4 3 1 4 81 26 9 8 13 13 7 33 3 1 2 5 8 9 49 0 12 : 3 0 P M 11 14 8 3 9 1 9 8 7 4 1 1 4 6 2 20 13 5 10 16 5 34 3 5 2 6 95 52 0 12 : 4 5 P M 14 13 5 3 7 1 8 6 5 3 1 1 0 4 6 28 10 6 1 0 1 4 4 28 3 3 2 2 8 3 45 9 01 : 0 0 P M 9 1 4 1 3 4 1 8 4 6 3 1 1 1 4 8 28 1 2 0 6 1 5 4 26 3 4 2 1 8 1 46 7 To t a l V o l u m e 46 56 8 13 7 75 1 42 14 6 49 23 7 10 2 45 9 39 60 0 12 1 13 3 94 34 8 19 3 6 % A p p . T o t a l 6. 1 75 . 6 18 . 2 17 . 7 61 . 6 20 . 7 17 76 . 5 6. 5 34 . 8 38 . 2 27 PH F .8 2 1 .9 5 9 .8 7 8 .9 4 8 .4 3 8 .8 4 9 .8 7 5 .7 3 1 .9 1 1 .8 5 0 .7 5 0 .9 0 9 .8 9 0 .9 5 0 .9 0 4 .9 1 6 .9 3 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-337 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 13 7 Th r u 56 8 Le f t 46 In Ou t To t a l 62 9 75 1 13 8 0 Right 49 Thru 146 Left 42 Out TotalIn 218 237 455 Le f t 10 2 Th r u 45 9 Ri g h t 39 Ou t To t a l In 70 4 60 0 13 0 4 Left 121 Thru 133 Right 94 Total OutIn 385 348 733 Pe a k H o u r B e g i n s a t 1 2 : 1 5 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-338 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M +0 m i n s . 12 1 4 4 2 7 1 8 3 24 4 3 1 4 8 1 26 9 8 13 13 7 33 3 1 2 5 89 +1 5 m i n s . 11 14 8 3 9 1 9 8 7 4 1 1 4 6 2 20 13 5 10 16 5 34 3 5 2 6 95 +3 0 m i n s . 14 13 5 3 7 1 8 6 5 3 1 1 0 4 6 28 10 6 1 0 1 4 4 28 3 3 2 2 83 +4 5 m i n s . 9 1 4 1 3 4 1 8 4 6 3 1 1 1 4 8 28 1 2 0 6 1 5 4 26 3 4 2 1 81 To t a l V o l u m e 46 56 8 13 7 75 1 42 14 6 49 23 7 10 2 45 9 39 60 0 12 1 13 3 94 34 8 % A p p . T o t a l 6. 1 75 . 6 18 . 2 17 . 7 61 . 6 20 . 7 17 76 . 5 6. 5 34 . 8 38 . 2 27 PH F .8 2 1 .9 5 9 .8 7 8 .9 4 8 .4 3 8 .8 4 9 .8 7 5 .7 3 1 .9 1 1 .8 5 0 .7 5 0 .9 0 9 .8 9 0 .9 5 0 .9 0 4 .9 1 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-339 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 6 6 10 : 1 5 A M 0 1 0 0 1 0 1 0 0 1 1 2 0 0 3 0 0 0 0 0 0 5 5 10 : 3 0 A M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 10 : 4 5 A M 0 2 0 0 2 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 3 4 To t a l 0 6 0 0 6 0 1 1 1 2 1 7 0 0 8 0 0 0 0 0 1 16 17 11 : 0 0 A M 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 5 5 11 : 1 5 A M 0 0 1 0 1 0 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 4 4 11 : 3 0 A M 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 1 1 1 1 3 1 7 8 11 : 4 5 A M 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 4 4 To t a l 0 7 1 0 8 0 1 0 0 1 1 4 0 0 5 2 3 1 1 6 1 20 21 12 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 8 8 12 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 5 5 12 : 3 0 P M 0 4 1 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 12 : 4 5 P M 1 1 1 0 3 0 0 1 1 1 0 4 0 0 4 0 0 0 0 0 1 8 9 To t a l 1 10 2 0 13 0 0 1 1 1 1 11 0 0 12 0 0 0 0 0 1 26 27 01 : 0 0 P M 2 5 0 0 7 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 1 2 1 2 01 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 01 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 01 : 4 5 P M 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 4 4 To t a l 3 9 0 0 12 0 0 0 0 0 0 9 0 0 9 1 0 0 0 1 0 22 22 Gr a n d T o t a l 4 3 2 3 0 3 9 0 2 2 2 4 3 3 1 0 0 3 4 3 3 1 1 7 3 8 4 8 7 Ap p r c h % 10 . 3 8 2 . 1 7 . 7 0 5 0 5 0 8. 8 9 1 . 2 0 42 . 9 4 2 . 9 1 4 . 3 To t a l % 4. 8 3 8 . 1 3 . 6 4 6 . 4 0 2 . 4 2 . 4 4 . 8 3. 6 3 6 . 9 0 4 0 . 5 3. 6 3 . 6 1 . 2 8 . 3 3. 4 9 6 . 6 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 1 5 P M 12 : 1 5 P M 0 2 0 2 0 0 0 0 1 2 0 3 0 0 0 0 5 12 : 3 0 P M 0 4 1 5 0 0 0 0 0 0 0 0 0 0 0 0 5 12 : 4 5 P M 1 1 1 3 0 0 1 1 0 4 0 4 0 0 0 0 8 01 : 0 0 P M 2 5 0 7 0 0 0 0 0 5 0 5 0 0 0 0 12 To t a l V o l u m e 3 12 2 17 0 0 1 1 1 11 0 12 0 0 0 0 30 % A p p . T o t a l 17 . 6 70 . 6 11 . 8 0 0 10 0 8. 3 91 . 7 0 0 0 0 PH F .3 7 5 .6 0 0 .5 0 0 .6 0 7 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 .5 5 0 .0 0 0 .6 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .6 2 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-340 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 2 Th r u 12 Le f t 3 In Ou t To t a l 12 17 29 Right 1 Thru 0 Left 0 Out TotalIn 3 1 4 Le f t 1 Th r u 11 Ri g h t 0 Ou t To t a l In 12 12 24 Left 0 Thru 0 Right 0 Total OutIn 3 0 3 Pe a k H o u r B e g i n s a t 1 2 : 1 5 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-341 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M +0 m i n s . 0 2 0 2 0 0 0 0 1 2 0 3 0 0 0 0 +1 5 m i n s . 0 4 1 5 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 1 1 1 3 0 0 1 1 0 4 0 4 0 0 0 0 +4 5 m i n s . 2 5 0 7 0 0 0 0 0 5 0 5 0 0 0 0 To t a l V o l u m e 3 12 2 17 0 0 1 1 1 11 0 12 0 0 0 0 % A p p . T o t a l 17 . 6 70 . 6 11 . 8 0 0 10 0 8. 3 91 . 7 0 0 0 0 PH F .3 7 5 .6 0 0 .5 0 0 .6 0 7 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .2 5 0 .5 5 0 .0 0 0 .6 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-342 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 4 4 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 10 : 3 0 A M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 10 : 4 5 A M 1 1 0 0 2 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 3 4 To t a l 1 4 0 0 5 0 0 1 1 1 0 4 0 0 4 0 0 0 0 0 1 10 11 11 : 0 0 A M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 11 : 1 5 A M 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 11 : 3 0 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 8 0 0 8 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 9 9 12 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 12 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 6 6 01 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 4 01 : 1 5 P M 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 3 To t a l 0 7 0 0 7 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 11 11 Gr a n d T o t a l 1 2 1 0 0 2 2 0 0 1 1 1 0 1 3 0 0 1 3 0 0 0 0 0 1 3 6 3 7 Ap p r c h % 4. 5 9 5 . 5 0 0 0 1 0 0 0 1 0 0 0 0 0 0 To t a l % 2. 8 5 8 . 3 0 6 1 . 1 0 0 2 . 8 2 . 8 0 3 6 . 1 0 3 6 . 1 0 0 0 0 2. 7 9 7 . 3 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 1 5 P M 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 12 : 4 5 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01 : 0 0 P M 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4 To t a l V o l u m e 0 4 0 4 0 0 0 0 0 4 0 4 0 0 0 0 8 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .3 3 3 .0 0 0 .3 3 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-343 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 0 Th r u 4 Le f t 0 In Ou t To t a l 4 4 8 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 4 Ri g h t 0 Ou t To t a l In 4 4 8 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 2 : 1 5 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-344 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 To t a l V o l u m e 0 4 0 4 0 0 0 0 0 4 0 4 0 0 0 0 % A p p . T o t a l 0 10 0 0 0 0 0 0 10 0 0 0 0 0 PH F .0 0 0 .3 3 3 .0 0 0 .3 3 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-345 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 10 : 4 5 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 4 4 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 12 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 12 : 4 5 P M 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 To t a l 1 1 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 4 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 1 2 0 0 3 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 1 0 1 0 Ap p r c h % 33 . 3 6 6 . 7 0 0 0 0 0 1 0 0 0 0 0 0 To t a l % 10 2 0 0 3 0 0 0 0 0 0 7 0 0 7 0 0 0 0 0 0 1 0 0 Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 1 5 P M 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 12 : 4 5 P M 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 1 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 % A p p . T o t a l 10 0 0 0 0 0 0 0 10 0 0 0 0 0 PH F .2 5 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .3 7 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-346 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r C o o k S t r e e t Frank Sinatra Drive Frank Sinatra Drive C o o k S t r e e t Ri g h t 0 Th r u 0 Le f t 1 In Ou t To t a l 2 1 3 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 2 Ri g h t 0 Ou t To t a l In 0 2 2 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 2 : 1 5 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-347 Fi l e N a m e : 0 7 _ P L D _ C o o k _ F r a n k S i n a t r a S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : F r a n k S i n a t r a D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Fr a n k S i n a t r a D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Fr a n k S i n a t r a D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 1 5 P M t o 0 1 : 0 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M 12 : 1 5 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +3 0 m i n s . 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 1 0 0 1 0 0 0 0 0 2 0 2 0 0 0 0 % A p p . T o t a l 10 0 0 0 0 0 0 0 10 0 0 0 0 0 PH F .2 5 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-348 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Cook Street Frank Sinatra Drive Cook Street Frank Sinatra Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 1 1 0 0 1 1 2 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 5 4 10 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Cook Street Frank Sinatra Drive Cook Street Frank Sinatra Drive Pedestrians Pedestrians Pedestrians Pedestrians 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 1 1 0 3 0 0 3 0 0 0 4 4 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 2 5 12 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Cook Street Frank Sinatra Drive Cook Street Frank Sinatra Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 1 0 1 0 1 0 0 1 0 0 0 1 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 2 6 2 10 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Palm Desert Cook Street Frank Sinatra Drive PEDESTRIANS 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-349 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 1 2 7 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 1 1 5 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 1 0 0 1 2 4 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 1 0 1 0 0 4 2 10 4:00 PM 4:15 PM 4:30 PM 4:45 PM Frank Sinatra Drive Cook Street Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound 6:30 PM 6:45 PM Cook Street Frank Sinatra Drive Cook Street 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM Frank Sinatra Drive TOTAL VOLUMES: Cook Street Frank Sinatra Drive Cook Street Frank Sinatra Drive Southbound Westbound Northbound Eastbound 5:00 PM Southbound Westbound Northbound Eastbound Cook Street Frank Sinatra Drive Cook Street Frank Sinatra Drive 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-350 File Name : 08_PLD_Cook_Market Place Thurs Site Code : 05118939 Start Date : 1/10/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 03:00 PM 246 5 251 2 283 285 19 5 24 560 03:15 PM 229 5 234 1 263 264 15 8 23 521 03:30 PM 245 3 248 0 305 305 9 4 13 566 03:45 PM 224 6 230 1 244 245 16 4 20 495 Total 944 19 963 4 1095 1099 59 21 80 2142 04:00 PM 234 5 239 2 278 280 9 6 15 534 04:15 PM 225 5 230 0 239 239 10 2 12 481 04:30 PM 191 4 195 1 219 220 8 3 11 426 04:45 PM 189 7 196 1 264 265 8 1 9 470 Total 839 21 860 4 1000 1004 35 12 47 1911 05:00 PM 219 5 224 0 282 282 9 7 16 522 05:15 PM 181 4 185 3 309 312 14 3 17 514 05:30 PM 177 9 186 2 177 179 17 3 20 385 05:45 PM 185 4 189 0 186 186 11 1 12 387 Total 762 22 784 5 954 959 51 14 65 1808 06:00 PM 128 3 131 1 159 160 7 1 8 299 06:15 PM 102 5 107 0 109 109 5 1 6 222 06:30 PM 126 1 127 0 105 105 12 0 12 244 06:45 PM 100 3 103 1 89 90 0 0 0 193 Total 456 12 468 2 462 464 24 2 26 958 Grand Total 3001 74 3075 15 3511 3526 169 49 218 6819 Apprch %97.6 2.4 0.4 99.6 77.5 22.5 Total %44 1.1 45.1 0.2 51.5 51.7 2.5 0.7 3.2 Passenger Vehicles 2876 73 2949 13 3405 3418 163 45 208 6575 % Passenger Vehicles 95.8 98.6 95.9 86.7 97 96.9 96.4 91.8 95.4 96.4 Large 2 Axle Vehicles 76 0 76 2 85 87 6 3 9 172 % Large 2 Axle Vehicles 2.5 0 2.5 13.3 2.4 2.5 3.6 6.1 4.1 2.5 3 Axle Vehicles 36 0 36 0 15 15 0 0 0 51 % 3 Axle Vehicles 1.2 0 1.2 0 0.4 0.4 0 0 0 0.7 4+ Axle Trucks 13 1 14 0 6 6 0 1 1 21 % 4+ Axle Trucks 0.4 1.4 0.5 0 0.2 0.2 0 2 0.5 0.3 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 246 5 251 2 283 285 19 5 24 560 03:15 PM 229 5 234 1 263 264 15 8 23 521 03:30 PM 245 3 248 0 305 305 9 4 13 566 03:45 PM 224 6 230 1 244 245 16 4 20 495 Total Volume 944 19 963 4 1095 1099 59 21 80 2142 % App. Total 98 2 0.4 99.6 73.8 26.2 PHF .959 .792 .959 .500 .898 .901 .776 .656 .833 .946 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-351 File Name : 08_PLD_Cook_Market Place Thurs Site Code : 05118939 Start Date : 1/10/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 19 Thru 944 InOut Total 1154 963 2117 Left 4 Thru 1095 Out TotalIn 965 1099 2064 Le f t 59 Ri g h t 21 To t a l Ou t In 23 80 10 3 Peak Hour Begins at 03:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:00 PM +0 mins.246 5 251 2 283 285 19 5 24 +15 mins.229 5 234 1 263 264 15 8 23 +30 mins.245 3 248 0 305 305 9 4 13 +45 mins.224 6 230 1 244 245 16 4 20 Total Volume 944 19 963 4 1095 1099 59 21 80 % App. Total 98 2 0.4 99.6 73.8 26.2 PHF .959 .792 .959 .500 .898 .901 .776 .656 .833 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-352 File Name : 08_PLD_Cook_Market Place Thurs Site Code : 05118939 Start Date : 1/10/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- Passenger Vehicles Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 03:00 PM 230 5 235 2 276 278 17 5 22 535 03:15 PM 214 5 219 1 252 253 14 7 21 493 03:30 PM 235 3 238 0 291 291 9 3 12 541 03:45 PM 219 6 225 1 228 229 15 4 19 473 Total 898 19 917 4 1047 1051 55 19 74 2042 04:00 PM 227 4 231 1 266 267 8 6 14 512 04:15 PM 218 5 223 0 229 229 10 1 11 463 04:30 PM 180 4 184 1 212 213 8 3 11 408 04:45 PM 178 7 185 0 257 257 8 1 9 451 Total 803 20 823 2 964 966 34 11 45 1834 05:00 PM 205 5 210 0 279 279 9 6 15 504 05:15 PM 175 4 179 3 304 307 13 3 16 502 05:30 PM 171 9 180 2 175 177 17 3 20 377 05:45 PM 180 4 184 0 185 185 11 1 12 381 Total 731 22 753 5 943 948 50 13 63 1764 06:00 PM 124 3 127 1 154 155 7 1 8 290 06:15 PM 100 5 105 0 107 107 5 1 6 218 06:30 PM 122 1 123 0 104 104 12 0 12 239 06:45 PM 98 3 101 1 86 87 0 0 0 188 Total 444 12 456 2 451 453 24 2 26 935 Grand Total 2876 73 2949 13 3405 3418 163 45 208 6575 Apprch %97.5 2.5 0.4 99.6 78.4 21.6 Total %43.7 1.1 44.9 0.2 51.8 52 2.5 0.7 3.2 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 230 5 235 2 276 278 17 5 22 535 03:15 PM 214 5 219 1 252 253 14 7 21 493 03:30 PM 235 3 238 0 291 291 9 3 12 541 03:45 PM 219 6 225 1 228 229 15 4 19 473 Total Volume 898 19 917 4 1047 1051 55 19 74 2042 % App. Total 97.9 2.1 0.4 99.6 74.3 25.7 PHF .955 .792 .963 .500 .899 .903 .809 .679 .841 .944 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-353 File Name : 08_PLD_Cook_Market Place Thurs Site Code : 05118939 Start Date : 1/10/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 19 Thru 898 InOut Total 1102 917 2019 Left 4 Thru 1047 Out TotalIn 917 1051 1968 Le f t 55 Ri g h t 19 To t a l Ou t In 23 74 97 Peak Hour Begins at 03:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:00 PM +0 mins.230 5 235 2 276 278 17 5 22 +15 mins.214 5 219 1 252 253 14 7 21 +30 mins.235 3 238 0 291 291 9 3 12 +45 mins.219 6 225 1 228 229 15 4 19 Total Volume 898 19 917 4 1047 1051 55 19 74 % App. Total 97.9 2.1 0.4 99.6 74.3 25.7 PHF .955 .792 .963 .500 .899 .903 .809 .679 .841 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-354 File Name : 08_PLD_Cook_Market Place Thurs Site Code : 05118939 Start Date : 1/10/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- Large 2 Axle Vehicles Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 03:00 PM 13 0 13 0 6 6 2 0 2 21 03:15 PM 11 0 11 0 9 9 1 1 2 22 03:30 PM 7 0 7 0 10 10 0 1 1 18 03:45 PM 5 0 5 0 13 13 1 0 1 19 Total 36 0 36 0 38 38 4 2 6 80 04:00 PM 5 0 5 1 8 9 1 0 1 15 04:15 PM 4 0 4 0 9 9 0 1 1 14 04:30 PM 7 0 7 0 4 4 0 0 0 11 04:45 PM 4 0 4 1 7 8 0 0 0 12 Total 20 0 20 2 28 30 1 1 2 52 05:00 PM 7 0 7 0 3 3 0 0 0 10 05:15 PM 1 0 1 0 4 4 1 0 1 6 05:30 PM 5 0 5 0 1 1 0 0 0 6 05:45 PM 4 0 4 0 1 1 0 0 0 5 Total 17 0 17 0 9 9 1 0 1 27 06:00 PM 0 0 0 0 5 5 0 0 0 5 06:15 PM 1 0 1 0 2 2 0 0 0 3 06:30 PM 0 0 0 0 0 0 0 0 0 0 06:45 PM 2 0 2 0 3 3 0 0 0 5 Total 3 0 3 0 10 10 0 0 0 13 Grand Total 76 0 76 2 85 87 6 3 9 172 Apprch %100 0 2.3 97.7 66.7 33.3 Total %44.2 0 44.2 1.2 49.4 50.6 3.5 1.7 5.2 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 13 0 13 0 6 6 2 0 2 21 03:15 PM 11 0 11 0 9 9 1 1 2 22 03:30 PM 7 0 7 0 10 10 0 1 1 18 03:45 PM 5 0 5 0 13 13 1 0 1 19 Total Volume 36 0 36 0 38 38 4 2 6 80 % App. Total 100 0 0 100 66.7 33.3 PHF .692 .000 .692 .000 .731 .731 .500 .500 .750 .909 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-355 File Name : 08_PLD_Cook_Market Place Thurs Site Code : 05118939 Start Date : 1/10/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 0 Thru 36 InOut Total 42 36 78 Left 0 Thru 38 Out TotalIn 38 38 76 Le f t 4 Ri g h t 2 To t a l Ou t In 0 6 6 Peak Hour Begins at 03:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:00 PM +0 mins.13 0 13 0 6 6 2 0 2 +15 mins.11 0 11 0 9 9 1 1 2 +30 mins.7 0 7 0 10 10 0 1 1 +45 mins.5 0 5 0 13 13 1 0 1 Total Volume 36 0 36 0 38 38 4 2 6 % App. Total 100 0 0 100 66.7 33.3 PHF .692 .000 .692 .000 .731 .731 .500 .500 .750 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-356 File Name : 08_PLD_Cook_Market Place Thurs Site Code : 05118939 Start Date : 1/10/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- 3 Axle Vehicles Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 03:00 PM 2 0 2 0 1 1 0 0 0 3 03:15 PM 2 0 2 0 1 1 0 0 0 3 03:30 PM 3 0 3 0 3 3 0 0 0 6 03:45 PM 0 0 0 0 3 3 0 0 0 3 Total 7 0 7 0 8 8 0 0 0 15 04:00 PM 2 0 2 0 4 4 0 0 0 6 04:15 PM 3 0 3 0 0 0 0 0 0 3 04:30 PM 3 0 3 0 2 2 0 0 0 5 04:45 PM 7 0 7 0 0 0 0 0 0 7 Total 15 0 15 0 6 6 0 0 0 21 05:00 PM 7 0 7 0 0 0 0 0 0 7 05:15 PM 4 0 4 0 0 0 0 0 0 4 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 1 0 1 0 0 0 0 0 0 1 Total 12 0 12 0 0 0 0 0 0 12 06:00 PM 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 0 0 0 0 06:30 PM 2 0 2 0 1 1 0 0 0 3 06:45 PM 0 0 0 0 0 0 0 0 0 0 Total 2 0 2 0 1 1 0 0 0 3 Grand Total 36 0 36 0 15 15 0 0 0 51 Apprch %100 0 0 100 0 0 Total %70.6 0 70.6 0 29.4 29.4 0 0 0 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 2 0 2 0 1 1 0 0 0 3 03:15 PM 2 0 2 0 1 1 0 0 0 3 03:30 PM 3 0 3 0 3 3 0 0 0 6 03:45 PM 0 0 0 0 3 3 0 0 0 3 Total Volume 7 0 7 0 8 8 0 0 0 15 % App. Total 100 0 0 100 0 0 PHF .583 .000 .583 .000 .667 .667 .000 .000 .000 .625 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-357 File Name : 08_PLD_Cook_Market Place Thurs Site Code : 05118939 Start Date : 1/10/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 0 Thru 7 InOut Total 8 7 15 Left 0 Thru 8 Out TotalIn 7 8 15 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 03:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:00 PM +0 mins.2 0 2 0 1 1 0 0 0 +15 mins.2 0 2 0 1 1 0 0 0 +30 mins.3 0 3 0 3 3 0 0 0 +45 mins.0 0 0 0 3 3 0 0 0 Total Volume 7 0 7 0 8 8 0 0 0 % App. Total 100 0 0 100 0 0 PHF .583 .000 .583 .000 .667 .667 .000 .000 .000 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-358 File Name : 08_PLD_Cook_Market Place Thurs Site Code : 05118939 Start Date : 1/10/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- 4+ Axle Trucks Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 03:00 PM 1 0 1 0 0 0 0 0 0 1 03:15 PM 2 0 2 0 1 1 0 0 0 3 03:30 PM 0 0 0 0 1 1 0 0 0 1 03:45 PM 0 0 0 0 0 0 0 0 0 0 Total 3 0 3 0 2 2 0 0 0 5 04:00 PM 0 1 1 0 0 0 0 0 0 1 04:15 PM 0 0 0 0 1 1 0 0 0 1 04:30 PM 1 0 1 0 1 1 0 0 0 2 04:45 PM 0 0 0 0 0 0 0 0 0 0 Total 1 1 2 0 2 2 0 0 0 4 05:00 PM 0 0 0 0 0 0 0 1 1 1 05:15 PM 1 0 1 0 1 1 0 0 0 2 05:30 PM 1 0 1 0 1 1 0 0 0 2 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 2 0 2 0 2 2 0 1 1 5 06:00 PM 4 0 4 0 0 0 0 0 0 4 06:15 PM 1 0 1 0 0 0 0 0 0 1 06:30 PM 2 0 2 0 0 0 0 0 0 2 06:45 PM 0 0 0 0 0 0 0 0 0 0 Total 7 0 7 0 0 0 0 0 0 7 Grand Total 13 1 14 0 6 6 0 1 1 21 Apprch %92.9 7.1 0 100 0 100 Total %61.9 4.8 66.7 0 28.6 28.6 0 4.8 4.8 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 1 0 1 0 0 0 0 0 0 1 03:15 PM 2 0 2 0 1 1 0 0 0 3 03:30 PM 0 0 0 0 1 1 0 0 0 1 03:45 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 3 0 3 0 2 2 0 0 0 5 % App. Total 100 0 0 100 0 0 PHF .375 .000 .375 .000 .500 .500 .000 .000 .000 .417 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-359 File Name : 08_PLD_Cook_Market Place Thurs Site Code : 05118939 Start Date : 1/10/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 0 Thru 3 InOut Total 2 3 5 Left 0 Thru 2 Out TotalIn 3 2 5 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 03:00 PM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:00 PM +0 mins.1 0 1 0 0 0 0 0 0 +15 mins.2 0 2 0 1 1 0 0 0 +30 mins.0 0 0 0 1 1 0 0 0 +45 mins.0 0 0 0 0 0 0 0 0 Total Volume 3 0 3 0 2 2 0 0 0 % App. Total 100 0 0 100 0 0 PHF .375 .000 .375 .000 .500 .500 .000 .000 .000 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-360 File Name : 08_PLD_Cook_Market Place Fri Site Code : 05118939 Start Date : 1/11/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 03:00 PM 257 9 266 1 273 274 18 9 27 567 03:15 PM 245 5 250 1 261 262 13 3 16 528 03:30 PM 239 10 249 1 268 269 12 10 22 540 03:45 PM 254 8 262 2 276 278 10 6 16 556 Total 995 32 1027 5 1078 1083 53 28 81 2191 04:00 PM 194 7 201 2 246 248 13 3 16 465 04:15 PM 225 5 230 0 216 216 13 4 17 463 04:30 PM 211 7 218 0 224 224 5 4 9 451 04:45 PM 209 6 215 1 221 222 23 2 25 462 Total 839 25 864 3 907 910 54 13 67 1841 05:00 PM 196 5 201 2 268 270 15 7 22 493 05:15 PM 190 8 198 1 188 189 23 7 30 417 05:30 PM 177 6 183 0 194 194 21 1 22 399 05:45 PM 180 2 182 1 154 155 17 3 20 357 Total 743 21 764 4 804 808 76 18 94 1666 06:00 PM 140 8 148 2 133 135 12 3 15 298 06:15 PM 148 6 154 0 130 130 9 1 10 294 06:30 PM 132 3 135 0 114 114 6 2 8 257 06:45 PM 132 1 133 0 130 130 7 2 9 272 Total 552 18 570 2 507 509 34 8 42 1121 Grand Total 3129 96 3225 14 3296 3310 217 67 284 6819 Apprch %97 3 0.4 99.6 76.4 23.6 Total %45.9 1.4 47.3 0.2 48.3 48.5 3.2 1 4.2 Passenger Vehicles 3041 94 3135 14 3222 3236 213 65 278 6649 % Passenger Vehicles 97.2 97.9 97.2 100 97.8 97.8 98.2 97 97.9 97.5 Large 2 Axle Vehicles 48 2 50 0 51 51 4 2 6 107 % Large 2 Axle Vehicles 1.5 2.1 1.6 0 1.5 1.5 1.8 3 2.1 1.6 3 Axle Vehicles 30 0 30 0 10 10 0 0 0 40 % 3 Axle Vehicles 1 0 0.9 0 0.3 0.3 0 0 0 0.6 4+ Axle Trucks 10 0 10 0 13 13 0 0 0 23 % 4+ Axle Trucks 0.3 0 0.3 0 0.4 0.4 0 0 0 0.3 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 257 9 266 1 273 274 18 9 27 567 03:15 PM 245 5 250 1 261 262 13 3 16 528 03:30 PM 239 10 249 1 268 269 12 10 22 540 03:45 PM 254 8 262 2 276 278 10 6 16 556 Total Volume 995 32 1027 5 1078 1083 53 28 81 2191 % App. Total 96.9 3.1 0.5 99.5 65.4 34.6 PHF .968 .800 .965 .625 .976 .974 .736 .700 .750 .966 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-361 File Name : 08_PLD_Cook_Market Place Fri Site Code : 05118939 Start Date : 1/11/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 32 Thru 995 InOut Total 1131 1027 2158 Left 5 Thru 1078 Out TotalIn 1023 1083 2106 Le f t 53 Ri g h t 28 To t a l Ou t In 37 81 11 8 Peak Hour Begins at 03:00 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 04:45 PM +0 mins.257 9 266 1 273 274 23 2 25 +15 mins.245 5 250 1 261 262 15 7 22 +30 mins.239 10 249 1 268 269 23 7 30 +45 mins.254 8 262 2 276 278 21 1 22 Total Volume 995 32 1027 5 1078 1083 82 17 99 % App. Total 96.9 3.1 0.5 99.5 82.8 17.2 PHF .968 .800 .965 .625 .976 .974 .891 .607 .825 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-362 File Name : 08_PLD_Cook_Market Place Fri Site Code : 05118939 Start Date : 1/11/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- Passenger Vehicles Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 03:00 PM 248 9 257 1 264 265 18 9 27 549 03:15 PM 233 5 238 1 249 250 13 3 16 504 03:30 PM 231 10 241 1 261 262 12 9 21 524 03:45 PM 251 7 258 2 271 273 10 6 16 547 Total 963 31 994 5 1045 1050 53 27 80 2124 04:00 PM 191 7 198 2 242 244 12 2 14 456 04:15 PM 222 5 227 0 209 209 13 4 17 453 04:30 PM 202 7 209 0 219 219 5 4 9 437 04:45 PM 197 6 203 1 217 218 22 2 24 445 Total 812 25 837 3 887 890 52 12 64 1791 05:00 PM 193 5 198 2 267 269 15 7 22 489 05:15 PM 185 7 192 1 182 183 23 7 30 405 05:30 PM 166 6 172 0 192 192 20 1 21 385 05:45 PM 177 2 179 1 152 153 16 3 19 351 Total 721 20 741 4 793 797 74 18 92 1630 06:00 PM 137 8 145 2 133 135 12 3 15 295 06:15 PM 147 6 153 0 125 125 9 1 10 288 06:30 PM 131 3 134 0 111 111 6 2 8 253 06:45 PM 130 1 131 0 128 128 7 2 9 268 Total 545 18 563 2 497 499 34 8 42 1104 Grand Total 3041 94 3135 14 3222 3236 213 65 278 6649 Apprch %97 3 0.4 99.6 76.6 23.4 Total %45.7 1.4 47.1 0.2 48.5 48.7 3.2 1 4.2 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 248 9 257 1 264 265 18 9 27 549 03:15 PM 233 5 238 1 249 250 13 3 16 504 03:30 PM 231 10 241 1 261 262 12 9 21 524 03:45 PM 251 7 258 2 271 273 10 6 16 547 Total Volume 963 31 994 5 1045 1050 53 27 80 2124 % App. Total 96.9 3.1 0.5 99.5 66.2 33.8 PHF .959 .775 .963 .625 .964 .962 .736 .750 .741 .967 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-363 File Name : 08_PLD_Cook_Market Place Fri Site Code : 05118939 Start Date : 1/11/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 31 Thru 963 InOut Total 1098 994 2092 Left 5 Thru 1045 Out TotalIn 990 1050 2040 Le f t 53 Ri g h t 27 To t a l Ou t In 36 80 11 6 Peak Hour Begins at 03:00 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:00 PM +0 mins.248 9 257 1 264 265 18 9 27 +15 mins.233 5 238 1 249 250 13 3 16 +30 mins.231 10 241 1 261 262 12 9 21 +45 mins.251 7 258 2 271 273 10 6 16 Total Volume 963 31 994 5 1045 1050 53 27 80 % App. Total 96.9 3.1 0.5 99.5 66.2 33.8 PHF .959 .775 .963 .625 .964 .962 .736 .750 .741 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-364 File Name : 08_PLD_Cook_Market Place Fri Site Code : 05118939 Start Date : 1/11/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- Large 2 Axle Vehicles Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 03:00 PM 4 0 4 0 9 9 0 0 0 13 03:15 PM 12 0 12 0 11 11 0 0 0 23 03:30 PM 7 0 7 0 4 4 0 1 1 12 03:45 PM 2 1 3 0 3 3 0 0 0 6 Total 25 1 26 0 27 27 0 1 1 54 04:00 PM 3 0 3 0 2 2 1 1 2 7 04:15 PM 2 0 2 0 3 3 0 0 0 5 04:30 PM 6 0 6 0 3 3 0 0 0 9 04:45 PM 4 0 4 0 3 3 1 0 1 8 Total 15 0 15 0 11 11 2 1 3 29 05:00 PM 1 0 1 0 1 1 0 0 0 2 05:15 PM 0 1 1 0 3 3 0 0 0 4 05:30 PM 2 0 2 0 0 0 1 0 1 3 05:45 PM 0 0 0 0 1 1 1 0 1 2 Total 3 1 4 0 5 5 2 0 2 11 06:00 PM 1 0 1 0 0 0 0 0 0 1 06:15 PM 1 0 1 0 3 3 0 0 0 4 06:30 PM 1 0 1 0 3 3 0 0 0 4 06:45 PM 2 0 2 0 2 2 0 0 0 4 Total 5 0 5 0 8 8 0 0 0 13 Grand Total 48 2 50 0 51 51 4 2 6 107 Apprch %96 4 0 100 66.7 33.3 Total %44.9 1.9 46.7 0 47.7 47.7 3.7 1.9 5.6 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 4 0 4 0 9 9 0 0 0 13 03:15 PM 12 0 12 0 11 11 0 0 0 23 03:30 PM 7 0 7 0 4 4 0 1 1 12 03:45 PM 2 1 3 0 3 3 0 0 0 6 Total Volume 25 1 26 0 27 27 0 1 1 54 % App. Total 96.2 3.8 0 100 0 100 PHF .521 .250 .542 .000 .614 .614 .000 .250 .250 .587 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-365 File Name : 08_PLD_Cook_Market Place Fri Site Code : 05118939 Start Date : 1/11/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 1 Thru 25 InOut Total 27 26 53 Left 0 Thru 27 Out TotalIn 26 27 53 Le f t 0 Ri g h t 1 To t a l Ou t In 1 1 2 Peak Hour Begins at 03:00 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:00 PM +0 mins.4 0 4 0 9 9 0 0 0 +15 mins.12 0 12 0 11 11 0 0 0 +30 mins.7 0 7 0 4 4 0 1 1 +45 mins.2 1 3 0 3 3 0 0 0 Total Volume 25 1 26 0 27 27 0 1 1 % App. Total 96.2 3.8 0 100 0 100 PHF .521 .250 .542 .000 .614 .614 .000 .250 .250 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-366 File Name : 08_PLD_Cook_Market Place Fri Site Code : 05118939 Start Date : 1/11/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- 3 Axle Vehicles Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 03:00 PM 2 0 2 0 0 0 0 0 0 2 03:15 PM 0 0 0 0 0 0 0 0 0 0 03:30 PM 1 0 1 0 0 0 0 0 0 1 03:45 PM 0 0 0 0 1 1 0 0 0 1 Total 3 0 3 0 1 1 0 0 0 4 04:00 PM 0 0 0 0 0 0 0 0 0 0 04:15 PM 1 0 1 0 1 1 0 0 0 2 04:30 PM 3 0 3 0 2 2 0 0 0 5 04:45 PM 6 0 6 0 1 1 0 0 0 7 Total 10 0 10 0 4 4 0 0 0 14 05:00 PM 2 0 2 0 0 0 0 0 0 2 05:15 PM 5 0 5 0 2 2 0 0 0 7 05:30 PM 5 0 5 0 1 1 0 0 0 6 05:45 PM 3 0 3 0 1 1 0 0 0 4 Total 15 0 15 0 4 4 0 0 0 19 06:00 PM 2 0 2 0 0 0 0 0 0 2 06:15 PM 0 0 0 0 1 1 0 0 0 1 06:30 PM 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 Total 2 0 2 0 1 1 0 0 0 3 Grand Total 30 0 30 0 10 10 0 0 0 40 Apprch %100 0 0 100 0 0 Total %75 0 75 0 25 25 0 0 0 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 2 0 2 0 0 0 0 0 0 2 03:15 PM 0 0 0 0 0 0 0 0 0 0 03:30 PM 1 0 1 0 0 0 0 0 0 1 03:45 PM 0 0 0 0 1 1 0 0 0 1 Total Volume 3 0 3 0 1 1 0 0 0 4 % App. Total 100 0 0 100 0 0 PHF .375 .000 .375 .000 .250 .250 .000 .000 .000 .500 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-367 File Name : 08_PLD_Cook_Market Place Fri Site Code : 05118939 Start Date : 1/11/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 0 Thru 3 InOut Total 1 3 4 Left 0 Thru 1 Out TotalIn 3 1 4 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 03:00 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:00 PM +0 mins.2 0 2 0 0 0 0 0 0 +15 mins.0 0 0 0 0 0 0 0 0 +30 mins.1 0 1 0 0 0 0 0 0 +45 mins.0 0 0 0 1 1 0 0 0 Total Volume 3 0 3 0 1 1 0 0 0 % App. Total 100 0 0 100 0 0 PHF .375 .000 .375 .000 .250 .250 .000 .000 .000 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-368 File Name : 08_PLD_Cook_Market Place Fri Site Code : 05118939 Start Date : 1/11/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- 4+ Axle Trucks Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 03:00 PM 3 0 3 0 0 0 0 0 0 3 03:15 PM 0 0 0 0 1 1 0 0 0 1 03:30 PM 0 0 0 0 3 3 0 0 0 3 03:45 PM 1 0 1 0 1 1 0 0 0 2 Total 4 0 4 0 5 5 0 0 0 9 04:00 PM 0 0 0 0 2 2 0 0 0 2 04:15 PM 0 0 0 0 3 3 0 0 0 3 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 2 0 2 0 0 0 0 0 0 2 Total 2 0 2 0 5 5 0 0 0 7 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 0 0 0 1 1 0 0 0 1 05:30 PM 4 0 4 0 1 1 0 0 0 5 05:45 PM 0 0 0 0 0 0 0 0 0 0 Total 4 0 4 0 2 2 0 0 0 6 06:00 PM 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 1 1 0 0 0 1 06:30 PM 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 1 1 0 0 0 1 Grand Total 10 0 10 0 13 13 0 0 0 23 Apprch %100 0 0 100 0 0 Total %43.5 0 43.5 0 56.5 56.5 0 0 0 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 3 0 3 0 0 0 0 0 0 3 03:15 PM 0 0 0 0 1 1 0 0 0 1 03:30 PM 0 0 0 0 3 3 0 0 0 3 03:45 PM 1 0 1 0 1 1 0 0 0 2 Total Volume 4 0 4 0 5 5 0 0 0 9 % App. Total 100 0 0 100 0 0 PHF .333 .000 .333 .000 .417 .417 .000 .000 .000 .750 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-369 File Name : 08_PLD_Cook_Market Place Fri Site Code : 05118939 Start Date : 1/11/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 0 Thru 4 InOut Total 5 4 9 Left 0 Thru 5 Out TotalIn 4 5 9 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 03:00 PM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 03:00 PM to 03:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 03:00 PM 03:00 PM 03:00 PM +0 mins.3 0 3 0 0 0 0 0 0 +15 mins.0 0 0 0 1 1 0 0 0 +30 mins.0 0 0 0 3 3 0 0 0 +45 mins.1 0 1 0 1 1 0 0 0 Total Volume 4 0 4 0 5 5 0 0 0 % App. Total 100 0 0 100 0 0 PHF .333 .000 .333 .000 .417 .417 .000 .000 .000 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-370 File Name : 08_PLD_Cook_Market Place Sat Site Code : 05118939 Start Date : 1/12/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 10:00 AM 141 6 147 1 140 141 10 1 11 299 10:15 AM 148 9 157 0 139 139 7 2 9 305 10:30 AM 155 5 160 2 163 165 9 3 12 337 10:45 AM 175 10 185 2 118 120 14 1 15 320 Total 619 30 649 5 560 565 40 7 47 1261 11:00 AM 142 11 153 1 120 121 10 4 14 288 11:15 AM 175 4 179 0 125 125 9 3 12 316 11:30 AM 169 4 173 1 123 124 9 7 16 313 11:45 AM 163 4 167 1 124 125 16 1 17 309 Total 649 23 672 3 492 495 44 15 59 1226 12:00 PM 166 2 168 0 143 143 9 2 11 322 12:15 PM 185 7 192 1 129 130 13 4 17 339 12:30 PM 174 7 181 0 163 163 12 5 17 361 12:45 PM 163 8 171 1 116 117 13 3 16 304 Total 688 24 712 2 551 553 47 14 61 1326 01:00 PM 176 7 183 2 143 145 10 4 14 342 01:15 PM 192 9 201 4 137 141 13 1 14 356 01:30 PM 199 5 204 0 128 128 4 0 4 336 01:45 PM 167 5 172 1 126 127 13 3 16 315 Total 734 26 760 7 534 541 40 8 48 1349 Grand Total 2690 103 2793 17 2137 2154 171 44 215 5162 Apprch %96.3 3.7 0.8 99.2 79.5 20.5 Total %52.1 2 54.1 0.3 41.4 41.7 3.3 0.9 4.2 Passenger Vehicles 2637 102 2739 17 2088 2105 168 44 212 5056 % Passenger Vehicles 98 99 98.1 100 97.7 97.7 98.2 100 98.6 97.9 Large 2 Axle Vehicles 30 1 31 0 31 31 2 0 2 64 % Large 2 Axle Vehicles 1.1 1 1.1 0 1.5 1.4 1.2 0 0.9 1.2 3 Axle Vehicles 21 0 21 0 11 11 1 0 1 33 % 3 Axle Vehicles 0.8 0 0.8 0 0.5 0.5 0.6 0 0.5 0.6 4+ Axle Trucks 2 0 2 0 7 7 0 0 0 9 % 4+ Axle Trucks 0.1 0 0.1 0 0.3 0.3 0 0 0 0.2 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 174 7 181 0 163 163 12 5 17 361 12:45 PM 163 8 171 1 116 117 13 3 16 304 01:00 PM 176 7 183 2 143 145 10 4 14 342 01:15 PM 192 9 201 4 137 141 13 1 14 356 Total Volume 705 31 736 7 559 566 48 13 61 1363 % App. Total 95.8 4.2 1.2 98.8 78.7 21.3 PHF .918 .861 .915 .438 .857 .868 .923 .650 .897 .944 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-371 File Name : 08_PLD_Cook_Market Place Sat Site Code : 05118939 Start Date : 1/12/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 31 Thru 705 InOut Total 607 736 1343 Left 7 Thru 559 Out TotalIn 718 566 1284 Le f t 48 Ri g h t 13 To t a l Ou t In 38 61 99 Peak Hour Begins at 12:30 PM Passenger Vehicles Large 2 Axle Vehicles 3 Axle Vehicles 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 01:00 PM 12:30 PM 12:15 PM +0 mins.176 7 183 0 163 163 13 4 17 +15 mins.192 9 201 1 116 117 12 5 17 +30 mins.199 5 204 2 143 145 13 3 16 +45 mins.167 5 172 4 137 141 10 4 14 Total Volume 734 26 760 7 559 566 48 16 64 % App. Total 96.6 3.4 1.2 98.8 75 25 PHF .922 .722 .931 .438 .857 .868 .923 .800 .941 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-372 File Name : 08_PLD_Cook_Market Place Sat Site Code : 05118939 Start Date : 1/12/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- Passenger Vehicles Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 10:00 AM 139 6 145 1 134 135 9 1 10 290 10:15 AM 147 9 156 0 133 133 7 2 9 298 10:30 AM 152 5 157 2 161 163 9 3 12 332 10:45 AM 172 10 182 2 118 120 14 1 15 317 Total 610 30 640 5 546 551 39 7 46 1237 11:00 AM 137 11 148 1 118 119 10 4 14 281 11:15 AM 169 4 173 0 121 121 9 3 12 306 11:30 AM 166 4 170 1 122 123 9 7 16 309 11:45 AM 161 4 165 1 123 124 15 1 16 305 Total 633 23 656 3 484 487 43 15 58 1201 12:00 PM 161 2 163 0 138 138 9 2 11 312 12:15 PM 184 6 190 1 126 127 12 4 16 333 12:30 PM 170 7 177 0 160 160 12 5 17 354 12:45 PM 161 8 169 1 112 113 13 3 16 298 Total 676 23 699 2 536 538 46 14 60 1297 01:00 PM 169 7 176 2 139 141 10 4 14 331 01:15 PM 186 9 195 4 136 140 13 1 14 349 01:30 PM 196 5 201 0 126 126 4 0 4 331 01:45 PM 167 5 172 1 121 122 13 3 16 310 Total 718 26 744 7 522 529 40 8 48 1321 Grand Total 2637 102 2739 17 2088 2105 168 44 212 5056 Apprch %96.3 3.7 0.8 99.2 79.2 20.8 Total %52.2 2 54.2 0.3 41.3 41.6 3.3 0.9 4.2 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 12:30 PM to 01:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 170 7 177 0 160 160 12 5 17 354 12:45 PM 161 8 169 1 112 113 13 3 16 298 01:00 PM 169 7 176 2 139 141 10 4 14 331 01:15 PM 186 9 195 4 136 140 13 1 14 349 Total Volume 686 31 717 7 547 554 48 13 61 1332 % App. Total 95.7 4.3 1.3 98.7 78.7 21.3 PHF .922 .861 .919 .438 .855 .866 .923 .650 .897 .941 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-373 File Name : 08_PLD_Cook_Market Place Sat Site Code : 05118939 Start Date : 1/12/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 31 Thru 686 InOut Total 595 717 1312 Left 7 Thru 547 Out TotalIn 699 554 1253 Le f t 48 Ri g h t 13 To t a l Ou t In 38 61 99 Peak Hour Begins at 12:30 PM Passenger Vehicles Peak Hour Data North Peak Hour Analysis From 12:30 PM to 01:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:45 PM 12:30 PM 12:30 PM +0 mins.161 8 169 0 160 160 12 5 17 +15 mins.169 7 176 1 112 113 13 3 16 +30 mins.186 9 195 2 139 141 10 4 14 +45 mins.196 5 201 4 136 140 13 1 14 Total Volume 712 29 741 7 547 554 48 13 61 % App. Total 96.1 3.9 1.3 98.7 78.7 21.3 PHF .908 .806 .922 .438 .855 .866 .923 .650 .897 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-374 File Name : 08_PLD_Cook_Market Place Sat Site Code : 05118939 Start Date : 1/12/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- Large 2 Axle Vehicles Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 10:00 AM 1 0 1 0 3 3 1 0 1 5 10:15 AM 1 0 1 0 3 3 0 0 0 4 10:30 AM 1 0 1 0 1 1 0 0 0 2 10:45 AM 2 0 2 0 0 0 0 0 0 2 Total 5 0 5 0 7 7 1 0 1 13 11:00 AM 2 0 2 0 1 1 0 0 0 3 11:15 AM 1 0 1 0 3 3 0 0 0 4 11:30 AM 2 0 2 0 1 1 0 0 0 3 11:45 AM 2 0 2 0 0 0 0 0 0 2 Total 7 0 7 0 5 5 0 0 0 12 12:00 PM 3 0 3 0 5 5 0 0 0 8 12:15 PM 1 1 2 0 2 2 1 0 1 5 12:30 PM 4 0 4 0 1 1 0 0 0 5 12:45 PM 1 0 1 0 3 3 0 0 0 4 Total 9 1 10 0 11 11 1 0 1 22 01:00 PM 5 0 5 0 3 3 0 0 0 8 01:15 PM 2 0 2 0 1 1 0 0 0 3 01:30 PM 2 0 2 0 2 2 0 0 0 4 01:45 PM 0 0 0 0 2 2 0 0 0 2 Total 9 0 9 0 8 8 0 0 0 17 Grand Total 30 1 31 0 31 31 2 0 2 64 Apprch %96.8 3.2 0 100 100 0 Total %46.9 1.6 48.4 0 48.4 48.4 3.1 0 3.1 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 12:30 PM to 01:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 4 0 4 0 1 1 0 0 0 5 12:45 PM 1 0 1 0 3 3 0 0 0 4 01:00 PM 5 0 5 0 3 3 0 0 0 8 01:15 PM 2 0 2 0 1 1 0 0 0 3 Total Volume 12 0 12 0 8 8 0 0 0 20 % App. Total 100 0 0 100 0 0 PHF .600 .000 .600 .000 .667 .667 .000 .000 .000 .625 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-375 File Name : 08_PLD_Cook_Market Place Sat Site Code : 05118939 Start Date : 1/12/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 0 Thru 12 InOut Total 8 12 20 Left 0 Thru 8 Out TotalIn 12 8 20 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 12:30 PM Large 2 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 12:30 PM to 01:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:30 PM 12:45 PM 12:30 PM +0 mins.4 0 4 0 3 3 0 0 0 +15 mins.1 0 1 0 3 3 0 0 0 +30 mins.5 0 5 0 1 1 0 0 0 +45 mins.2 0 2 0 2 2 0 0 0 Total Volume 12 0 12 0 9 9 0 0 0 % App. Total 100 0 0 100 0 0 PHF .600 .000 .600 .000 .750 .750 .000 .000 .000 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-376 File Name : 08_PLD_Cook_Market Place Sat Site Code : 05118939 Start Date : 1/12/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- 3 Axle Vehicles Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 10:00 AM 1 0 1 0 3 3 0 0 0 4 10:15 AM 0 0 0 0 1 1 0 0 0 1 10:30 AM 2 0 2 0 0 0 0 0 0 2 10:45 AM 1 0 1 0 0 0 0 0 0 1 Total 4 0 4 0 4 4 0 0 0 8 11:00 AM 2 0 2 0 0 0 0 0 0 2 11:15 AM 5 0 5 0 0 0 0 0 0 5 11:30 AM 1 0 1 0 0 0 0 0 0 1 11:45 AM 0 0 0 0 1 1 1 0 1 2 Total 8 0 8 0 1 1 1 0 1 10 12:00 PM 1 0 1 0 0 0 0 0 0 1 12:15 PM 0 0 0 0 1 1 0 0 0 1 12:30 PM 0 0 0 0 1 1 0 0 0 1 12:45 PM 1 0 1 0 0 0 0 0 0 1 Total 2 0 2 0 2 2 0 0 0 4 01:00 PM 2 0 2 0 1 1 0 0 0 3 01:15 PM 4 0 4 0 0 0 0 0 0 4 01:30 PM 1 0 1 0 0 0 0 0 0 1 01:45 PM 0 0 0 0 3 3 0 0 0 3 Total 7 0 7 0 4 4 0 0 0 11 Grand Total 21 0 21 0 11 11 1 0 1 33 Apprch %100 0 0 100 100 0 Total %63.6 0 63.6 0 33.3 33.3 3 0 3 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 12:30 PM to 01:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 0 0 0 0 1 1 0 0 0 1 12:45 PM 1 0 1 0 0 0 0 0 0 1 01:00 PM 2 0 2 0 1 1 0 0 0 3 01:15 PM 4 0 4 0 0 0 0 0 0 4 Total Volume 7 0 7 0 2 2 0 0 0 9 % App. Total 100 0 0 100 0 0 PHF .438 .000 .438 .000 .500 .500 .000 .000 .000 .563 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-377 File Name : 08_PLD_Cook_Market Place Sat Site Code : 05118939 Start Date : 1/12/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 0 Thru 7 InOut Total 2 7 9 Left 0 Thru 2 Out TotalIn 7 2 9 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 12:30 PM 3 Axle Vehicles Peak Hour Data North Peak Hour Analysis From 12:30 PM to 01:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:45 PM 12:30 PM 12:30 PM +0 mins.1 0 1 0 1 1 0 0 0 +15 mins.2 0 2 0 0 0 0 0 0 +30 mins.4 0 4 0 1 1 0 0 0 +45 mins.1 0 1 0 0 0 0 0 0 Total Volume 8 0 8 0 2 2 0 0 0 % App. Total 100 0 0 100 0 0 PHF .500 .000 .500 .000 .500 .500 .000 .000 .000 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-378 File Name : 08_PLD_Cook_Market Place Sat Site Code : 05118939 Start Date : 1/12/2019 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Groups Printed- 4+ Axle Trucks Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 10:00 AM 0 0 0 0 0 0 0 0 0 0 10:15 AM 0 0 0 0 2 2 0 0 0 2 10:30 AM 0 0 0 0 1 1 0 0 0 1 10:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 3 3 0 0 0 3 11:00 AM 1 0 1 0 1 1 0 0 0 2 11:15 AM 0 0 0 0 1 1 0 0 0 1 11:30 AM 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 Total 1 0 1 0 2 2 0 0 0 3 12:00 PM 1 0 1 0 0 0 0 0 0 1 12:15 PM 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 0 0 1 1 0 0 0 1 12:45 PM 0 0 0 0 1 1 0 0 0 1 Total 1 0 1 0 2 2 0 0 0 3 01:00 PM 0 0 0 0 0 0 0 0 0 0 01:15 PM 0 0 0 0 0 0 0 0 0 0 01:30 PM 0 0 0 0 0 0 0 0 0 0 01:45 PM 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 Grand Total 2 0 2 0 7 7 0 0 0 9 Apprch %100 0 0 100 0 0 Total %22.2 0 22.2 0 77.8 77.8 0 0 0 Cook Street Southbound Cook Street Northbound Market Place Drive Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 12:30 PM to 01:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM 12:30 PM 0 0 0 0 1 1 0 0 0 1 12:45 PM 0 0 0 0 1 1 0 0 0 1 01:00 PM 0 0 0 0 0 0 0 0 0 0 01:15 PM 0 0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 2 2 0 0 0 2 % App. Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .500 .500 .000 .000 .000 .500 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-379 File Name : 08_PLD_Cook_Market Place Sat Site Code : 05118939 Start Date : 1/12/2019 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Market Place Drive Weather: Clear Cook Street M a r k e t P l a c e D r i v e Cook Street Right 0 Thru 0 InOut Total 2 0 2 Left 0 Thru 2 Out TotalIn 0 2 2 Le f t 0 Ri g h t 0 To t a l Ou t In 0 0 0 Peak Hour Begins at 12:30 PM 4+ Axle Trucks Peak Hour Data North Peak Hour Analysis From 12:30 PM to 01:30 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:30 PM 12:30 PM 12:30 PM +0 mins.0 0 0 0 1 1 0 0 0 +15 mins.0 0 0 0 1 1 0 0 0 +30 mins.0 0 0 0 0 0 0 0 0 +45 mins.0 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 2 2 0 0 0 % App. Total 0 0 0 100 0 0 PHF .000 .000 .000 .000 .500 .500 .000 .000 .000 Counts Unlimited PO Box 1178 Corona, CA 92878 (951) 268-6268 3.1-380 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Cook Street Dead End Cook Street Market Place Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Cook Street Dead End Cook Street Market Place Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Cook Street Dead End Cook Street Market Place Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 2 2 0 0 0 2 2 0 0 0 2 2 0 0 0 6 6 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 2 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 4 4 0 0 0 24 24 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Palm Desert Cook Street Market Place Drive PEDESTRIANS 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-381 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 4 0 4 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 2 0 0 0 0 1 0 2 0 2 12 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 2 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 0 0 0 0 2 0 2 0 0 9 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 1 0 0 0 0 3 0 2 0 0 0 0 0 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 0 2 0 0 0 0 9 4:00 PM 4:15 PM 4:30 PM 4:45 PM Market Place Drive Cook Street Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound 6:30 PM 6:45 PM Cook Street Dead End Cook Street 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM Market Place Drive TOTAL VOLUMES: Cook Street Dead End Cook Street Market Place Drive Southbound Westbound Northbound Eastbound 5:00 PM Southbound Westbound Northbound Eastbound Cook Street Dead End Cook Street Market Place Drive 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-382 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 63 1 9 5 2 7 1 5 2 8 5 25 1 0 4 4 1 1 4 1 7 0 82 2 4 8 4 2 1 3 3 7 2 37 1 7 2 5 3 1 8 2 6 2 60 1 0 8 9 1 1 4 9 03 : 1 5 P M 68 1 8 0 2 8 1 1 2 7 6 35 1 2 8 3 9 1 4 2 0 2 56 2 0 2 3 5 1 0 2 9 3 38 1 8 0 5 9 2 3 2 7 7 58 1 0 4 8 1 1 0 6 03 : 3 0 P M 62 1 9 3 3 6 2 0 2 9 1 29 1 4 0 4 6 1 3 2 1 5 63 2 4 5 4 9 1 0 3 5 7 45 1 8 0 4 7 1 9 2 7 2 62 1 1 3 5 1 1 9 7 03 : 4 5 P M 55 1 8 3 2 8 1 8 2 6 6 34 1 0 4 3 6 1 6 1 7 4 47 2 1 0 4 4 2 0 3 0 1 33 1 7 8 6 9 2 0 2 8 0 74 1 0 2 1 1 0 9 5 To t a l 24 8 75 1 11 9 6 4 11 1 8 12 3 47 6 16 2 5 7 76 1 24 8 90 5 17 0 5 3 13 2 3 15 3 71 0 22 8 8 0 10 9 1 25 4 42 9 3 45 4 7 04 : 0 0 P M 56 2 0 0 2 7 1 6 2 8 3 29 1 1 3 3 6 1 7 1 7 8 58 2 4 3 3 9 1 5 3 4 0 38 1 4 0 4 1 2 1 2 1 9 69 1 0 2 0 1 0 8 9 04 : 1 5 P M 56 1 8 3 2 8 1 3 2 6 7 32 1 1 8 2 8 1 2 1 7 8 51 2 0 8 2 8 1 1 2 8 7 18 1 4 3 3 8 1 2 1 9 9 48 9 3 1 9 7 9 04 : 3 0 P M 55 1 4 4 2 8 1 2 2 2 7 33 1 1 1 2 8 1 9 1 7 2 45 1 8 0 4 1 1 8 2 6 6 38 1 5 0 6 5 3 1 2 5 3 80 9 1 8 9 9 8 04 : 4 5 P M 48 1 5 5 2 8 1 0 2 3 1 26 1 0 0 3 1 1 0 1 5 7 58 2 2 6 4 3 1 4 3 2 7 41 1 6 0 4 5 2 3 2 4 6 57 9 6 1 1 0 1 8 To t a l 21 5 68 2 11 1 5 1 10 0 8 12 0 44 2 12 3 5 8 68 5 21 2 85 7 15 1 5 8 12 2 0 13 5 59 3 18 9 8 7 91 7 25 4 38 3 0 40 8 4 05 : 0 0 P M 61 1 6 6 3 6 1 4 2 6 3 39 9 1 2 6 1 6 1 5 6 54 2 3 0 4 0 2 3 3 2 4 34 1 6 7 5 0 2 3 2 5 1 76 9 9 4 1 0 7 0 05 : 1 5 P M 52 1 4 5 2 8 9 2 2 5 33 1 1 0 3 3 1 1 1 7 6 63 2 6 1 5 1 2 2 3 7 5 37 1 7 7 6 1 2 8 2 7 5 70 1 0 5 1 1 1 2 1 05 : 3 0 P M 56 1 3 5 3 1 1 4 2 2 2 28 9 7 1 8 1 1 1 4 3 53 1 3 1 2 2 9 2 0 6 33 1 4 6 4 3 1 5 2 2 2 49 7 9 3 8 4 2 05 : 4 5 P M 31 1 5 9 3 8 1 8 2 2 8 30 7 7 2 8 1 4 1 3 5 44 1 5 0 2 2 1 5 2 1 6 32 1 0 2 4 0 1 5 1 7 4 62 7 5 3 8 1 5 To t a l 20 0 60 5 13 3 5 5 93 8 13 0 37 5 10 5 5 2 61 0 21 4 77 2 13 5 6 9 11 2 1 13 6 59 2 19 4 8 1 92 2 25 7 35 9 1 38 4 8 06 : 0 0 P M 38 1 0 7 1 8 6 1 6 3 17 7 7 2 3 1 4 1 1 7 24 1 3 1 2 8 8 1 8 3 25 1 0 1 3 6 2 4 1 6 2 52 6 2 5 6 7 7 06 : 1 5 P M 23 9 2 1 8 1 0 1 3 3 24 7 4 2 0 7 1 1 8 41 8 1 1 5 7 1 3 7 18 9 7 3 3 1 8 1 4 8 42 5 3 6 5 7 8 06 : 3 0 P M 27 1 0 3 9 6 1 3 9 23 8 3 2 2 9 1 2 8 35 9 1 1 3 8 1 3 9 16 7 7 2 4 1 6 1 1 7 39 5 2 3 5 6 2 06 : 4 5 P M 31 8 4 2 3 1 4 1 3 8 14 4 7 1 1 4 7 2 23 7 8 2 6 9 1 2 7 17 8 2 2 4 1 5 1 2 3 42 4 6 0 5 0 2 To t a l 11 9 38 6 68 3 6 57 3 78 28 1 76 3 4 43 5 12 3 38 1 82 3 2 58 6 76 35 7 11 7 7 3 55 0 17 5 21 4 4 23 1 9 Gr a n d T o t a l 78 2 2 4 2 4 4 3 1 2 0 6 3 6 3 7 45 1 1 5 7 4 4 6 6 2 0 1 2 4 9 1 79 7 2 9 1 5 5 3 8 2 1 2 4 2 5 0 50 0 2 2 5 2 7 2 8 3 2 1 3 4 8 0 94 0 1 3 8 5 8 1 4 7 9 8 Ap p r c h % 21 . 5 6 6 . 6 1 1 . 9 18 . 1 6 3 . 2 1 8 . 7 18 . 8 6 8 . 6 1 2 . 7 14 . 4 6 4 . 7 2 0 . 9 To t a l % 5. 6 1 7 . 5 3 . 1 2 6 . 2 3. 3 1 1 . 4 3 . 4 1 8 5. 8 2 1 3 . 9 3 0 . 7 3. 6 1 6 . 3 5 . 3 2 5 . 1 6. 4 9 3 . 6 Pa s s e n g e r V e h i c l e s 77 4 23 2 9 42 7 37 3 6 44 7 15 6 5 45 9 26 7 1 78 3 28 3 0 53 0 43 5 2 49 5 22 0 3 71 9 37 3 7 0 0 14 4 9 6 % P a s s e n g e r V e h i c l e s 99 9 6 . 1 9 9 . 1 1 0 0 9 7 . 2 99 . 1 9 9 . 4 9 8 . 5 9 9 . 5 9 9 . 2 98 . 2 9 7 . 1 9 8 . 5 9 8 . 6 9 7 . 5 99 9 7 . 8 9 8 . 8 9 9 . 7 9 8 . 3 0 0 9 8 La r g e 2 A x l e V e h i c l e s 7 50 1 58 3 9 7 20 12 59 6 79 4 40 6 51 0 0 20 8 % L a r g e 2 A x l e V e h i c l e s 0. 9 2 . 1 0 . 2 0 1 . 5 0. 7 0 . 6 1 . 5 0 . 5 0 . 7 1. 5 2 1 . 1 0 . 9 1 . 8 0. 8 1 . 8 0 . 8 0 . 3 1 . 3 0 0 1 . 4 3 A x l e V e h i c l e s 1 38 2 41 1 0 0 1 1 12 0 13 1 0 3 4 0 0 59 % 3 A x l e V e h i c l e s 0. 1 1 . 6 0 . 5 0 1 . 1 0. 2 0 0 0 0 0. 1 0 . 4 0 0 0 . 3 0. 2 0 0 . 4 0 0 . 1 0 0 0 . 4 4+ A x l e T r u c k s 0 7 1 8 0 0 0 0 1 14 2 18 0 9 0 9 0 0 35 % 4 + A x l e T r u c k s 0 0 . 3 0 . 2 0 0 . 2 0 0 0 0 0 0. 1 0 . 5 0 . 4 0 . 5 0 . 4 0 0 . 4 0 0 0 . 2 0 0 0 . 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-383 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 63 19 5 27 2 8 5 25 1 0 4 4 1 1 7 0 82 2 4 8 42 37 2 37 1 7 2 5 3 2 6 2 10 8 9 03 : 1 5 P M 68 18 0 2 8 2 7 6 35 12 8 3 9 2 0 2 56 2 0 2 3 5 2 9 3 38 18 0 59 2 7 7 10 4 8 03 : 3 0 P M 62 1 9 3 36 2 9 1 29 14 0 4 6 2 1 5 63 2 4 5 49 35 7 45 18 0 4 7 2 7 2 11 3 5 03 : 4 5 P M 55 1 8 3 2 8 2 6 6 34 1 0 4 3 6 1 7 4 47 2 1 0 4 4 3 0 1 33 1 7 8 69 2 8 0 10 2 1 To t a l V o l u m e 24 8 75 1 11 9 11 1 8 12 3 47 6 16 2 76 1 24 8 90 5 17 0 13 2 3 15 3 71 0 22 8 10 9 1 42 9 3 % A p p . T o t a l 22 . 2 67 . 2 10 . 6 16 . 2 62 . 5 21 . 3 18 . 7 68 . 4 12 . 8 14 65 . 1 20 . 9 PH F .9 1 2 .9 6 3 .8 2 6 .9 6 0 .8 7 9 .8 5 0 .8 8 0 .8 8 5 .7 5 6 .9 1 2 .8 6 7 .8 8 9 .8 5 0 .9 8 6 .8 2 6 .9 7 4 .9 4 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-384 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 11 9 Th r u 75 1 Le f t 24 8 In Ou t To t a l 12 2 0 11 1 8 23 3 8 Right 162 Thru 476 Left 123 Out TotalIn 1128 761 1889 Le f t 24 8 Th r u 90 5 Ri g h t 17 0 Ou t To t a l In 11 0 2 13 2 3 24 2 5 Left 153 Thru 710 Right 228 Total OutIn 843 1091 1934 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-385 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 1 5 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 63 19 5 27 2 8 5 35 12 8 3 9 2 0 2 82 2 4 8 42 37 2 37 1 7 2 5 3 26 2 +1 5 m i n s . 68 18 0 2 8 2 7 6 29 14 0 4 6 2 1 5 56 2 0 2 3 5 2 9 3 38 18 0 59 27 7 +3 0 m i n s . 62 1 9 3 36 2 9 1 34 1 0 4 3 6 1 7 4 63 2 4 5 49 35 7 45 18 0 4 7 27 2 +4 5 m i n s . 55 1 8 3 2 8 2 6 6 29 1 1 3 3 6 1 7 8 47 2 1 0 4 4 3 0 1 33 1 7 8 69 28 0 To t a l V o l u m e 24 8 75 1 11 9 11 1 8 12 7 48 5 15 7 76 9 24 8 90 5 17 0 13 2 3 15 3 71 0 22 8 10 9 1 % A p p . T o t a l 22 . 2 67 . 2 10 . 6 16 . 5 63 . 1 20 . 4 18 . 7 68 . 4 12 . 8 14 65 . 1 20 . 9 PH F .9 1 2 .9 6 3 .8 2 6 .9 6 0 .9 0 7 .8 6 6 .8 5 3 .8 9 4 .7 5 6 .9 1 2 .8 6 7 .8 8 9 .8 5 0 .9 8 6 .8 2 6 .9 7 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-386 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 62 1 8 4 2 7 1 5 2 7 3 25 1 0 1 4 1 1 4 1 6 7 80 2 4 2 4 1 1 3 3 6 3 37 1 6 1 5 1 1 8 2 4 9 60 1 0 5 2 1 1 1 2 03 : 1 5 P M 67 1 7 0 2 7 1 1 2 6 4 34 1 2 8 3 9 1 4 2 0 1 56 1 9 3 3 4 1 0 2 8 3 37 1 7 1 5 8 2 2 2 6 6 57 1 0 1 4 1 0 7 1 03 : 3 0 P M 61 1 8 3 3 6 2 0 2 8 0 29 1 3 9 4 4 1 3 2 1 2 58 2 3 3 4 8 1 0 3 3 9 44 1 7 3 4 7 1 9 2 6 4 62 1 0 9 5 1 1 5 7 03 : 4 5 P M 54 1 7 9 2 8 1 8 2 6 1 34 1 0 4 3 5 1 6 1 7 3 47 1 9 8 4 4 2 0 2 8 9 33 1 7 3 6 9 2 0 2 7 5 74 9 9 8 1 0 7 2 To t a l 24 4 71 6 11 8 6 4 10 7 8 12 2 47 2 15 9 5 7 75 3 24 1 86 6 16 7 5 3 12 7 4 15 1 67 8 22 5 7 9 10 5 4 25 3 41 5 9 44 1 2 04 : 0 0 P M 54 1 9 5 2 7 1 6 2 7 6 29 1 1 2 3 6 1 7 1 7 7 56 2 3 2 3 8 1 5 3 2 6 37 1 3 4 4 1 2 1 2 1 2 69 9 9 1 1 0 6 0 04 : 1 5 P M 55 1 8 0 2 8 1 3 2 6 3 31 1 1 7 2 7 1 2 1 7 5 49 1 9 9 2 8 1 1 2 7 6 18 1 4 1 3 8 1 2 1 9 7 48 9 1 1 9 5 9 04 : 3 0 P M 54 1 3 8 2 8 1 2 2 2 0 33 1 1 1 2 7 1 9 1 7 1 44 1 7 5 3 9 1 6 2 5 8 38 1 4 7 6 2 3 1 2 4 7 78 8 9 6 9 7 4 04 : 4 5 P M 48 1 4 3 2 8 1 0 2 1 9 26 1 0 0 3 0 1 0 1 5 6 57 2 2 1 4 2 1 4 3 2 0 39 1 5 7 4 4 2 3 2 4 0 57 9 3 5 9 9 2 To t a l 21 1 65 6 11 1 5 1 97 8 11 9 44 0 12 0 5 8 67 9 20 6 82 7 14 7 5 6 11 8 0 13 2 57 9 18 5 8 7 89 6 25 2 37 3 3 39 8 5 05 : 0 0 P M 61 1 5 9 3 4 1 4 2 5 4 39 9 0 2 6 1 6 1 5 5 53 2 2 7 4 0 2 3 3 2 0 34 1 6 6 5 0 2 3 2 5 0 76 9 7 9 1 0 5 5 05 : 1 5 P M 52 1 3 8 2 8 9 2 1 8 32 1 1 0 3 2 1 0 1 7 4 63 2 5 6 5 0 2 1 3 6 9 37 1 7 7 6 1 2 8 2 7 5 68 1 0 3 6 1 1 0 4 05 : 3 0 P M 56 1 3 0 3 1 1 4 2 1 7 28 9 6 1 8 1 1 1 4 2 53 1 2 9 2 2 9 2 0 4 33 1 4 5 4 2 1 5 2 2 0 49 7 8 3 8 3 2 05 : 4 5 P M 31 1 5 4 3 8 1 8 2 2 3 29 7 6 2 8 1 4 1 3 3 44 1 5 0 2 2 1 5 2 1 6 32 1 0 2 3 9 1 5 1 7 3 62 7 4 5 8 0 7 To t a l 20 0 58 1 13 1 5 5 91 2 12 8 37 2 10 4 5 1 60 4 21 3 76 2 13 4 6 8 11 0 9 13 6 59 0 19 2 8 1 91 8 25 5 35 4 3 37 9 8 06 : 0 0 P M 38 1 0 3 1 7 6 1 5 8 17 7 7 2 3 1 4 1 1 7 24 1 2 9 2 8 8 1 8 1 25 1 0 0 3 6 2 4 1 6 1 52 6 1 7 6 6 9 06 : 1 5 P M 23 9 1 1 8 1 0 1 3 2 24 7 4 2 0 7 1 1 8 41 8 0 1 5 7 1 3 6 18 9 7 3 3 1 8 1 4 8 42 5 3 4 5 7 6 06 : 3 0 P M 27 1 0 0 9 6 1 3 6 23 8 3 2 2 9 1 2 8 35 9 0 1 3 8 1 3 8 16 7 7 2 4 1 6 1 1 7 39 5 1 9 5 5 8 06 : 4 5 P M 31 8 2 2 3 1 4 1 3 6 14 4 7 1 1 4 7 2 23 7 6 2 6 9 1 2 5 17 8 2 2 4 1 5 1 2 3 42 4 5 6 4 9 8 To t a l 11 9 37 6 67 3 6 56 2 78 28 1 76 3 4 43 5 12 3 37 5 82 3 2 58 0 76 35 6 11 7 7 3 54 9 17 5 21 2 6 23 0 1 Gr a n d T o t a l 77 4 2 3 2 9 4 2 7 2 0 6 3 5 3 0 44 7 1 5 6 5 4 5 9 2 0 0 2 4 7 1 78 3 2 8 3 0 5 3 0 2 0 9 4 1 4 3 49 5 2 2 0 3 7 1 9 3 2 0 3 4 1 7 93 5 1 3 5 6 1 1 4 4 9 6 Ap p r c h % 21 . 9 6 6 1 2 . 1 18 . 1 6 3 . 3 1 8 . 6 18 . 9 6 8 . 3 1 2 . 8 14 . 5 6 4 . 5 2 1 To t a l % 5. 7 1 7 . 2 3 . 1 2 6 3. 3 1 1 . 5 3 . 4 1 8 . 2 5. 8 2 0 . 9 3 . 9 3 0 . 6 3. 7 1 6 . 2 5 . 3 2 5 . 2 6. 5 9 3 . 5 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 62 18 4 27 2 7 3 25 1 0 1 4 1 1 6 7 80 2 4 2 41 36 3 37 1 6 1 5 1 2 4 9 10 5 2 03 : 1 5 P M 67 17 0 2 7 2 6 4 34 12 8 3 9 2 0 1 56 1 9 3 3 4 2 8 3 37 1 7 1 5 8 2 6 6 10 1 4 03 : 3 0 P M 61 1 8 3 36 2 8 0 29 13 9 4 4 2 1 2 58 2 3 3 48 33 9 44 1 7 3 47 2 6 4 10 9 5 03 : 4 5 P M 54 1 7 9 2 8 2 6 1 34 1 0 4 3 5 1 7 3 47 1 9 8 4 4 2 8 9 33 1 7 3 69 2 7 5 99 8 To t a l V o l u m e 24 4 71 6 11 8 10 7 8 12 2 47 2 15 9 75 3 24 1 86 6 16 7 12 7 4 15 1 67 8 22 5 10 5 4 41 5 9 % A p p . T o t a l 22 . 6 66 . 4 10 . 9 16 . 2 62 . 7 21 . 1 18 . 9 68 13 . 1 14 . 3 64 . 3 21 . 3 PH F .9 1 0 .9 7 3 .8 1 9 .9 6 3 .8 9 7 .8 4 9 .9 0 3 .8 8 8 .7 5 3 .8 9 5 .8 7 0 .8 7 7 .8 5 8 .9 8 0 .8 1 5 .9 5 8 .9 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-387 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 11 8 Th r u 71 6 Le f t 24 4 In Ou t To t a l 11 7 6 10 7 8 22 5 4 Right 159 Thru 472 Left 122 Out TotalIn 1089 753 1842 Le f t 24 1 Th r u 86 6 Ri g h t 16 7 Ou t To t a l In 10 6 3 12 7 4 23 3 7 Left 151 Thru 678 Right 225 Total OutIn 831 1054 1885 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-388 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 62 18 4 27 2 7 3 25 1 0 1 4 1 1 6 7 80 2 4 2 41 36 3 37 1 6 1 5 1 24 9 +1 5 m i n s . 67 17 0 2 7 2 6 4 34 12 8 3 9 2 0 1 56 1 9 3 3 4 2 8 3 37 1 7 1 5 8 26 6 +3 0 m i n s . 61 1 8 3 36 2 8 0 29 13 9 4 4 2 1 2 58 2 3 3 48 33 9 44 1 7 3 47 26 4 +4 5 m i n s . 54 1 7 9 2 8 2 6 1 34 1 0 4 3 5 1 7 3 47 1 9 8 4 4 2 8 9 33 1 7 3 69 27 5 To t a l V o l u m e 24 4 71 6 11 8 10 7 8 12 2 47 2 15 9 75 3 24 1 86 6 16 7 12 7 4 15 1 67 8 22 5 10 5 4 % A p p . T o t a l 22 . 6 66 . 4 10 . 9 16 . 2 62 . 7 21 . 1 18 . 9 68 13 . 1 14 . 3 64 . 3 21 . 3 PH F .9 1 0 .9 7 3 .8 1 9 .9 6 3 .8 9 7 .8 4 9 .9 0 3 .8 8 8 .7 5 3 .8 9 5 .8 7 0 .8 7 7 .8 5 8 .9 8 0 .8 1 5 .9 5 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-389 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 1 8 0 0 9 0 3 0 0 3 1 5 1 0 7 0 1 0 1 0 1 1 0 3 0 3 0 03 : 1 5 P M 1 8 0 0 9 1 0 0 0 1 0 6 0 0 6 1 8 1 1 1 0 1 2 6 2 7 03 : 3 0 P M 1 6 0 0 7 0 1 2 0 3 4 6 1 0 1 1 1 4 0 0 5 0 2 6 2 6 03 : 4 5 P M 0 4 0 0 4 0 0 1 0 1 0 8 0 0 8 0 4 0 0 4 0 1 7 1 7 To t a l 3 26 0 0 29 1 4 3 0 8 5 25 2 0 32 2 26 2 1 30 1 99 10 0 04 : 0 0 P M 2 3 0 0 5 0 1 0 0 1 2 8 1 0 1 1 0 5 0 0 5 0 2 2 2 2 04 : 1 5 P M 1 0 0 0 1 1 1 1 0 3 2 8 0 0 1 0 0 2 0 0 2 0 1 6 1 6 04 : 3 0 P M 1 3 0 0 4 0 0 1 0 1 1 2 1 1 4 0 3 3 0 6 1 1 5 1 6 04 : 4 5 P M 0 5 0 0 5 0 0 1 0 1 1 3 1 0 5 2 2 1 0 5 0 1 6 1 6 To t a l 4 11 0 0 15 1 2 3 0 6 6 21 3 1 30 2 12 4 0 18 1 69 70 05 : 0 0 P M 0 2 0 0 2 0 1 0 0 1 1 3 0 0 4 0 1 0 0 1 0 8 8 05 : 1 5 P M 0 0 0 0 0 1 0 1 1 2 0 4 1 1 5 0 0 0 0 0 2 7 9 05 : 3 0 P M 0 4 0 0 4 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 6 6 05 : 4 5 P M 0 4 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 5 5 To t a l 0 10 0 0 10 1 3 1 1 5 1 8 1 1 10 0 1 0 0 1 2 26 28 06 : 0 0 P M 0 1 1 0 2 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 0 5 5 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 06 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 To t a l 0 3 1 0 4 0 0 0 0 0 0 5 0 0 5 0 1 0 0 1 0 10 10 Gr a n d T o t a l 7 5 0 1 0 5 8 3 9 7 1 1 9 12 5 9 6 2 7 7 4 4 0 6 1 5 0 4 2 0 4 2 0 8 Ap p r c h % 12 . 1 8 6 . 2 1 . 7 15 . 8 4 7 . 4 3 6 . 8 15 . 6 7 6 . 6 7 . 8 8 8 0 1 2 To t a l % 3. 4 2 4 . 5 0 . 5 2 8 . 4 1. 5 4 . 4 3 . 4 9 . 3 5. 9 2 8 . 9 2 . 9 3 7 . 7 2 1 9 . 6 2 . 9 2 4 . 5 1. 9 9 8 . 1 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 1 8 0 9 0 3 0 3 1 5 1 7 0 10 1 11 30 03 : 1 5 P M 1 8 0 9 1 0 0 1 0 6 0 6 1 8 1 1 0 26 03 : 3 0 P M 1 6 0 7 0 1 2 3 4 6 1 11 1 4 0 5 26 03 : 4 5 P M 0 4 0 4 0 0 1 1 0 8 0 8 0 4 0 4 17 To t a l V o l u m e 3 26 0 29 1 4 3 8 5 25 2 32 2 26 2 30 99 % A p p . T o t a l 10 . 3 89 . 7 0 12 . 5 50 37 . 5 15 . 6 78 . 1 6. 2 6. 7 86 . 7 6. 7 PH F .7 5 0 .8 1 3 .0 0 0 .8 0 6 .2 5 0 .3 3 3 .3 7 5 .6 6 7 .3 1 3 .7 8 1 .5 0 0 .7 2 7 .5 0 0 .6 5 0 .5 0 0 .6 8 2 .8 2 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-390 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 0 Th r u 26 Le f t 3 In Ou t To t a l 30 29 59 Right 3 Thru 4 Left 1 Out TotalIn 31 8 39 Le f t 5 Th r u 25 Ri g h t 2 Ou t To t a l In 29 32 61 Left 2 Thru 26 Right 2 Total OutIn 9 30 39 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-391 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 1 8 0 9 0 3 0 3 1 5 1 7 0 10 1 11 +1 5 m i n s . 1 8 0 9 1 0 0 1 0 6 0 6 1 8 1 10 +3 0 m i n s . 1 6 0 7 0 1 2 3 4 6 1 11 1 4 0 5 +4 5 m i n s . 0 4 0 4 0 0 1 1 0 8 0 8 0 4 0 4 To t a l V o l u m e 3 26 0 29 1 4 3 8 5 25 2 32 2 26 2 30 % A p p . T o t a l 10 . 3 89 . 7 0 12 . 5 50 37 . 5 15 . 6 78 . 1 6. 2 6. 7 86 . 7 6. 7 PH F .7 5 0 .8 1 3 .0 0 0 .8 0 6 .2 5 0 .3 3 3 .3 7 5 .6 6 7 .3 1 3 .7 8 1 .5 0 0 .7 2 7 .5 0 0 .6 5 0 .5 0 0 .6 8 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-392 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 1 1 0 0 2 0 0 1 0 1 0 5 5 03 : 1 5 P M 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 03 : 3 0 P M 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 5 5 03 : 4 5 P M 1 0 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 5 5 To t a l 1 5 1 0 7 0 0 0 0 0 1 8 0 0 9 0 0 1 0 1 0 17 17 04 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 5 5 04 : 1 5 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 04 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 4 4 04 : 4 5 P M 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 To t a l 0 14 0 0 14 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 0 19 19 05 : 0 0 P M 0 4 1 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 05 : 1 5 P M 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 05 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 2 05 : 4 5 P M 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 3 3 To t a l 0 13 1 0 14 1 0 0 0 1 0 0 0 0 0 0 0 2 0 2 0 17 17 06 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 06 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 3 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6 Gr a n d T o t a l 1 3 8 2 0 4 1 1 0 0 0 1 1 1 2 0 0 1 3 1 0 3 0 4 0 5 9 5 9 Ap p r c h % 2. 4 9 2 . 7 4 . 9 10 0 0 0 7. 7 9 2 . 3 0 25 0 7 5 To t a l % 1. 7 6 4 . 4 3 . 4 6 9 . 5 1. 7 0 0 1 . 7 1. 7 2 0 . 3 0 2 2 1. 7 0 5 . 1 6 . 8 0 1 0 0 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 2 0 2 0 0 0 0 1 1 0 2 0 0 1 1 5 03 : 1 5 P M 0 0 1 1 0 0 0 0 0 1 0 1 0 0 0 0 2 03 : 3 0 P M 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5 03 : 4 5 P M 1 0 0 1 0 0 0 0 0 4 0 4 0 0 0 0 5 To t a l V o l u m e 1 5 1 7 0 0 0 0 1 8 0 9 0 0 1 1 17 % A p p . T o t a l 14 . 3 71 . 4 14 . 3 0 0 0 11 . 1 88 . 9 0 0 0 10 0 PH F .2 5 0 .4 1 7 .2 5 0 .5 8 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .5 0 0 .0 0 0 .5 6 3 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .8 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-393 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 1 Th r u 5 Le f t 1 In Ou t To t a l 8 7 15 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 1 Th r u 8 Ri g h t 0 Ou t To t a l In 6 9 15 Left 0 Thru 0 Right 1 Total OutIn 2 1 3 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-394 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 2 0 2 0 0 0 0 1 1 0 2 0 0 1 1 +1 5 m i n s . 0 0 1 1 0 0 0 0 0 1 0 1 0 0 0 0 +3 0 m i n s . 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0 +4 5 m i n s . 1 0 0 1 0 0 0 0 0 4 0 4 0 0 0 0 To t a l V o l u m e 1 5 1 7 0 0 0 0 1 8 0 9 0 0 1 1 % A p p . T o t a l 14 . 3 71 . 4 14 . 3 0 0 0 11 . 1 88 . 9 0 0 0 10 0 PH F .2 5 0 .4 1 7 .2 5 0 .5 8 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .5 0 0 .0 0 0 .5 6 3 .0 0 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-395 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 2 03 : 1 5 P M 0 2 0 0 2 0 0 0 0 0 0 2 1 0 3 0 1 0 0 1 0 6 6 03 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 1 4 0 0 5 0 3 0 0 3 0 9 9 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 To t a l 0 4 0 0 4 0 0 0 0 0 1 6 1 0 8 0 6 0 0 6 0 18 18 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 2 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 1 1 2 0 0 0 0 0 1 3 4 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 0 3 3 To t a l 0 1 0 0 1 0 0 0 0 0 0 5 1 1 6 0 2 0 0 2 1 9 10 05 : 0 0 P M 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 2 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 1 0 2 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 0 5 5 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 06 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 Gr a n d T o t a l 0 7 1 0 8 0 0 0 0 0 1 1 4 2 1 1 7 0 9 0 0 9 1 3 4 3 5 Ap p r c h % 0 8 7 . 5 1 2 . 5 0 0 0 5. 9 8 2 . 4 1 1 . 8 0 1 0 0 0 To t a l % 0 2 0 . 6 2 . 9 2 3 . 5 0 0 0 0 2. 9 4 1 . 2 5 . 9 5 0 0 2 6 . 5 0 2 6 . 5 2. 9 9 7 . 1 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 2 03 : 1 5 P M 0 2 0 2 0 0 0 0 0 2 1 3 0 1 0 1 6 03 : 3 0 P M 0 1 0 1 0 0 0 0 1 4 0 5 0 3 0 3 9 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 To t a l V o l u m e 0 4 0 4 0 0 0 0 1 6 1 8 0 6 0 6 18 % A p p . T o t a l 0 10 0 0 0 0 0 12 . 5 75 12 . 5 0 10 0 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .3 7 5 .2 5 0 .4 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-396 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 0 Th r u 4 Le f t 0 In Ou t To t a l 6 4 10 Right 0 Thru 0 Left 0 Out TotalIn 7 0 7 Le f t 1 Th r u 6 Ri g h t 1 Ou t To t a l In 4 8 12 Left 0 Thru 6 Right 0 Total OutIn 1 6 7 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-397 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0 1 +1 5 m i n s . 0 2 0 2 0 0 0 0 0 2 1 3 0 1 0 1 +3 0 m i n s . 0 1 0 1 0 0 0 0 1 4 0 5 0 3 0 3 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 To t a l V o l u m e 0 4 0 4 0 0 0 0 1 6 1 8 0 6 0 6 % A p p . T o t a l 0 10 0 0 0 0 0 12 . 5 75 12 . 5 0 10 0 0 PH F .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .3 7 5 .2 5 0 .4 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-398 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 69 2 1 4 3 5 1 9 3 1 8 37 1 1 2 4 1 1 6 1 9 0 77 2 2 9 4 0 1 7 3 4 6 40 1 4 7 6 1 2 1 2 4 8 73 1 1 0 2 1 1 7 5 03 : 1 5 P M 57 1 8 7 4 1 2 3 2 8 5 36 1 2 8 3 5 1 6 1 9 9 71 2 0 6 4 8 2 1 3 2 5 44 1 6 2 6 6 2 8 2 7 2 88 1 0 8 1 1 1 6 9 03 : 3 0 P M 64 1 9 6 2 6 1 6 2 8 6 44 1 3 7 3 9 1 8 2 2 0 43 2 0 4 3 7 1 4 2 8 4 41 1 7 9 5 2 1 6 2 7 2 64 1 0 6 2 1 1 2 6 03 : 4 5 P M 57 2 1 3 3 6 1 8 3 0 6 24 9 7 2 3 1 4 1 4 4 82 2 4 3 4 6 1 6 3 7 1 30 1 8 2 4 6 2 1 2 5 8 69 1 0 7 9 1 1 4 8 To t a l 24 7 81 0 13 8 7 6 11 9 5 14 1 47 4 13 8 6 4 75 3 27 3 88 2 17 1 6 8 13 2 6 15 5 67 0 22 5 8 6 10 5 0 29 4 43 2 4 46 1 8 04 : 0 0 P M 63 1 6 4 2 2 1 1 2 4 9 30 1 0 8 3 8 2 4 1 7 6 31 2 0 7 4 5 1 7 2 8 3 36 1 4 9 4 6 1 7 2 3 1 69 9 3 9 1 0 0 8 04 : 1 5 P M 47 1 9 1 3 3 1 5 2 7 1 21 1 1 9 4 5 1 6 1 8 5 45 1 7 7 3 0 1 0 2 5 2 30 1 5 0 5 8 1 7 2 3 8 58 9 4 6 1 0 0 4 04 : 3 0 P M 46 1 7 9 2 6 1 6 2 5 1 44 1 1 1 2 3 9 1 7 8 52 1 7 3 2 9 1 0 2 5 4 40 1 3 6 5 5 2 3 2 3 1 58 9 1 4 9 7 2 04 : 4 5 P M 55 1 6 5 2 6 1 3 2 4 6 27 1 1 0 3 4 1 9 1 7 1 64 1 7 7 3 3 2 2 2 7 4 39 1 7 0 5 6 2 9 2 6 5 83 9 5 6 1 0 3 9 To t a l 21 1 69 9 10 7 5 5 10 1 7 12 2 44 8 14 0 6 8 71 0 19 2 73 4 13 7 5 9 10 6 3 14 5 60 5 21 5 8 6 96 5 26 8 37 5 5 40 2 3 05 : 0 0 P M 51 1 7 3 1 9 9 2 4 3 28 1 0 0 2 8 1 5 1 5 6 51 2 4 1 3 5 1 0 3 2 7 31 1 4 1 4 7 2 8 2 1 9 62 9 4 5 1 0 0 7 05 : 1 5 P M 46 1 4 4 3 6 2 0 2 2 6 28 1 3 3 2 3 9 1 8 4 41 1 5 9 3 4 1 5 2 3 4 41 1 9 5 5 2 1 0 2 8 8 54 9 3 2 9 8 6 05 : 3 0 P M 49 1 4 8 2 0 1 2 2 1 7 30 1 1 0 2 3 1 4 1 6 3 47 1 4 7 2 7 1 9 2 2 1 40 1 3 2 3 6 1 5 2 0 8 60 8 0 9 8 6 9 05 : 4 5 P M 42 1 4 9 2 7 6 2 1 8 21 9 0 1 7 1 0 1 2 8 41 1 4 1 3 4 1 4 2 1 6 30 1 0 0 3 6 2 0 1 6 6 50 7 2 8 7 7 8 To t a l 18 8 61 4 10 2 4 7 90 4 10 7 43 3 91 4 8 63 1 18 0 68 8 13 0 5 8 99 8 14 2 56 8 17 1 7 3 88 1 22 6 34 1 4 36 4 0 06 : 0 0 P M 40 1 1 8 1 7 4 1 7 5 18 6 8 1 8 8 1 0 4 26 1 1 9 2 7 5 1 7 2 15 8 7 3 0 1 5 1 3 2 32 5 8 3 6 1 5 06 : 1 5 P M 32 1 0 0 3 6 1 9 1 6 8 20 8 6 2 6 1 4 1 3 2 29 9 4 1 5 6 1 3 8 21 9 8 4 1 2 0 1 6 0 59 5 9 8 6 5 7 06 : 3 0 P M 37 1 1 0 2 3 6 1 7 0 11 8 5 1 6 1 0 1 1 2 24 8 9 1 3 5 1 2 6 22 8 6 2 3 8 1 3 1 29 5 3 9 5 6 8 06 : 4 5 P M 31 1 0 4 2 1 1 2 1 5 6 21 6 8 2 3 1 6 1 1 2 19 1 0 0 2 3 9 1 4 2 23 7 5 1 6 8 1 1 4 45 5 2 4 5 6 9 To t a l 14 0 43 2 97 4 1 66 9 70 30 7 83 4 8 46 0 98 40 2 78 2 5 57 8 81 34 6 11 0 5 1 53 7 16 5 22 4 4 24 0 9 Gr a n d T o t a l 78 6 2 5 5 5 4 4 4 2 1 9 3 7 8 5 44 0 1 6 6 2 4 5 2 2 2 8 2 5 5 4 74 3 2 7 0 6 5 1 6 2 1 0 3 9 6 5 52 3 2 1 8 9 7 2 1 2 9 6 3 4 3 3 95 3 1 3 7 3 7 1 4 6 9 0 Ap p r c h % 20 . 8 6 7 . 5 1 1 . 7 17 . 2 6 5 . 1 1 7 . 7 18 . 7 6 8 . 2 1 3 15 . 2 6 3 . 8 2 1 To t a l % 5. 7 1 8 . 6 3 . 2 2 7 . 6 3. 2 1 2 . 1 3 . 3 1 8 . 6 5. 4 1 9 . 7 3 . 8 2 8 . 9 3. 8 1 5 . 9 5 . 2 2 5 6. 5 9 3 . 5 Pa s s e n g e r V e h i c l e s 78 2 24 6 8 43 8 39 0 4 43 2 16 4 6 44 8 27 5 4 73 7 26 3 7 50 8 40 8 8 51 0 21 6 4 71 1 36 7 8 0 0 14 4 2 4 % P a s s e n g e r V e h i c l e s 99 . 5 9 6 . 6 9 8 . 6 9 8 . 6 9 7 . 5 98 . 2 9 9 9 9 . 1 1 0 0 9 9 99 . 2 9 7 . 5 9 8 . 4 9 8 . 1 9 7 . 9 97 . 5 9 8 . 9 9 8 . 6 9 9 9 8 . 6 0 0 9 8 . 2 La r g e 2 A x l e V e h i c l e s 2 45 5 54 6 15 4 25 4 47 7 62 11 21 8 42 0 0 18 3 % L a r g e 2 A x l e V e h i c l e s 0. 3 1 . 8 1 . 1 0 . 9 1 . 3 1. 4 0 . 9 0 . 9 0 0 . 9 0. 5 1 . 7 1 . 4 1 . 9 1 . 5 2. 1 1 1 . 1 0 . 7 1 . 1 0 0 1 . 2 3 A x l e V e h i c l e s 1 33 0 34 0 0 0 0 2 6 0 8 0 0 1 2 0 0 44 % 3 A x l e V e h i c l e s 0. 1 1 . 3 0 0 0 . 8 0 0 0 0 0 0. 3 0 . 2 0 0 0 . 2 0 0 0 . 1 0 . 3 0 . 1 0 0 0 . 3 4+ A x l e T r u c k s 1 9 1 12 2 1 0 3 0 16 1 17 2 4 1 7 0 0 39 % 4 + A x l e T r u c k s 0. 1 0 . 4 0 . 2 0 . 5 0 . 3 0. 5 0 . 1 0 0 0 . 1 0 0 . 6 0 . 2 0 0 . 4 0. 4 0 . 2 0 . 1 0 0 . 2 0 0 0 . 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-399 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 69 2 1 4 35 31 8 37 1 1 2 41 19 0 77 2 2 9 4 0 3 4 6 40 1 4 7 6 1 2 4 8 11 0 2 03 : 1 5 P M 57 1 8 7 41 28 5 36 1 2 8 3 5 1 9 9 71 2 0 6 48 32 5 44 16 2 66 2 7 2 10 8 1 03 : 3 0 P M 64 1 9 6 2 6 2 8 6 44 1 3 7 39 22 0 43 2 0 4 3 7 2 8 4 41 1 7 9 5 2 2 7 2 10 6 2 03 : 4 5 P M 57 2 1 3 3 6 3 0 6 24 9 7 2 3 1 4 4 82 2 4 3 46 37 1 30 18 2 46 2 5 8 10 7 9 To t a l V o l u m e 24 7 81 0 13 8 11 9 5 14 1 47 4 13 8 75 3 27 3 88 2 17 1 13 2 6 15 5 67 0 22 5 10 5 0 43 2 4 % A p p . T o t a l 20 . 7 67 . 8 11 . 5 18 . 7 62 . 9 18 . 3 20 . 6 66 . 5 12 . 9 14 . 8 63 . 8 21 . 4 PH F .8 9 5 .9 4 6 .8 4 1 .9 3 9 .8 0 1 .8 6 5 .8 4 1 .8 5 6 .8 3 2 .9 0 7 .8 9 1 .8 9 4 .8 8 1 .9 2 0 .8 5 2 .9 6 5 .9 8 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-400 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 13 8 Th r u 81 0 Le f t 24 7 In Ou t To t a l 11 7 5 11 9 5 23 7 0 Right 138 Thru 474 Left 141 Out TotalIn 1088 753 1841 Le f t 27 3 Th r u 88 2 Ri g h t 17 1 Ou t To t a l In 11 7 6 13 2 6 25 0 2 Left 155 Thru 670 Right 225 Total OutIn 885 1050 1935 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-401 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 69 2 1 4 35 31 8 37 1 1 2 41 19 0 77 2 2 9 4 0 3 4 6 40 1 4 7 6 1 24 8 +1 5 m i n s . 57 1 8 7 41 28 5 36 1 2 8 3 5 1 9 9 71 2 0 6 48 32 5 44 16 2 66 27 2 +3 0 m i n s . 64 1 9 6 2 6 2 8 6 44 1 3 7 39 22 0 43 2 0 4 3 7 2 8 4 41 1 7 9 5 2 27 2 +4 5 m i n s . 57 2 1 3 3 6 3 0 6 24 9 7 2 3 1 4 4 82 2 4 3 46 37 1 30 18 2 46 25 8 To t a l V o l u m e 24 7 81 0 13 8 11 9 5 14 1 47 4 13 8 75 3 27 3 88 2 17 1 13 2 6 15 5 67 0 22 5 10 5 0 % A p p . T o t a l 20 . 7 67 . 8 11 . 5 18 . 7 62 . 9 18 . 3 20 . 6 66 . 5 12 . 9 14 . 8 63 . 8 21 . 4 PH F .8 9 5 .9 4 6 .8 4 1 .9 3 9 .8 0 1 .8 6 5 .8 4 1 .8 5 6 .8 3 2 .9 0 7 .8 9 1 .8 9 4 .8 8 1 .9 2 0 .8 5 2 .9 6 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-402 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 66 2 0 3 3 4 1 8 3 0 3 36 1 0 8 4 0 1 6 1 8 4 77 2 2 1 4 0 1 7 3 3 8 36 1 4 2 6 0 2 1 2 3 8 72 1 0 6 3 1 1 3 5 03 : 1 5 P M 57 1 7 8 4 1 2 3 2 7 6 36 1 2 5 3 5 1 6 1 9 6 69 1 9 3 4 7 2 0 3 0 9 42 1 5 8 6 4 2 7 2 6 4 86 1 0 4 5 1 1 3 1 03 : 3 0 P M 63 1 8 8 2 5 1 6 2 7 6 42 1 3 6 3 8 1 8 2 1 6 42 1 9 9 3 7 1 4 2 7 8 40 1 7 6 5 2 1 6 2 6 8 64 1 0 3 8 1 1 0 2 03 : 4 5 P M 57 2 0 7 3 6 1 8 3 0 0 24 9 7 2 3 1 4 1 4 4 82 2 3 4 4 5 1 5 3 6 1 30 1 7 9 4 4 2 1 2 5 3 68 1 0 5 8 1 1 2 6 To t a l 24 3 77 6 13 6 7 5 11 5 5 13 8 46 6 13 6 6 4 74 0 27 0 84 7 16 9 6 6 12 8 6 14 8 65 5 22 0 8 5 10 2 3 29 0 42 0 4 44 9 4 04 : 0 0 P M 63 1 6 0 2 2 1 1 2 4 5 30 1 0 8 3 7 2 4 1 7 5 30 2 0 5 4 5 1 7 2 8 0 35 1 4 7 4 5 1 6 2 2 7 68 9 2 7 9 9 5 04 : 1 5 P M 47 1 9 0 3 2 1 5 2 6 9 20 1 1 9 4 5 1 6 1 8 4 45 1 7 0 2 9 1 0 2 4 4 30 1 4 9 5 6 1 6 2 3 5 57 9 3 2 9 8 9 04 : 3 0 P M 46 1 7 1 2 6 1 6 2 4 3 43 1 1 0 2 3 9 1 7 6 51 1 6 9 2 8 1 0 2 4 8 39 1 3 4 5 5 2 3 2 2 8 58 8 9 5 9 5 3 04 : 4 5 P M 55 1 5 4 2 6 1 3 2 3 5 26 1 0 8 3 4 1 9 1 6 8 64 1 7 4 3 0 2 0 2 6 8 38 1 7 0 5 6 2 9 2 6 4 81 9 3 5 1 0 1 6 To t a l 21 1 67 5 10 6 5 5 99 2 11 9 44 5 13 9 6 8 70 3 19 0 71 8 13 2 5 7 10 4 0 14 2 60 0 21 2 8 4 95 4 26 4 36 8 9 39 5 3 05 : 0 0 P M 51 1 7 0 1 8 9 2 3 9 28 9 9 2 8 1 5 1 5 5 51 2 3 9 3 5 1 0 3 2 5 31 1 4 1 4 7 2 8 2 1 9 62 9 3 8 1 0 0 0 05 : 1 5 P M 46 1 4 0 3 6 2 0 2 2 2 27 1 3 2 2 3 9 1 8 2 41 1 5 6 3 4 1 5 2 3 1 40 1 9 3 5 1 1 0 2 8 4 54 9 1 9 9 7 3 05 : 3 0 P M 49 1 3 6 2 0 1 2 2 0 5 30 1 0 8 2 3 1 4 1 6 1 47 1 4 5 2 7 1 9 2 1 9 39 1 3 2 3 6 1 5 2 0 7 60 7 9 2 8 5 2 05 : 4 5 P M 42 1 4 6 2 7 6 2 1 5 21 9 0 1 7 1 0 1 2 8 41 1 3 9 3 3 1 4 2 1 3 29 9 9 3 6 2 0 1 6 4 50 7 2 0 7 7 0 To t a l 18 8 59 2 10 1 4 7 88 1 10 6 42 9 91 4 8 62 6 18 0 67 9 12 9 5 8 98 8 13 9 56 5 17 0 7 3 87 4 22 6 33 6 9 35 9 5 06 : 0 0 P M 40 1 1 5 1 7 4 1 7 2 18 6 8 1 8 8 1 0 4 26 1 1 8 2 7 5 1 7 1 15 8 6 3 0 1 5 1 3 1 32 5 7 8 6 1 0 06 : 1 5 P M 32 1 0 0 3 6 1 9 1 6 8 19 8 6 2 6 1 4 1 3 1 28 9 0 1 5 6 1 3 3 21 9 7 4 0 2 0 1 5 8 59 5 9 0 6 4 9 06 : 3 0 P M 37 1 0 9 2 1 4 1 6 7 11 8 5 1 5 1 0 1 1 1 24 8 5 1 3 5 1 2 2 22 8 6 2 3 8 1 3 1 27 5 3 1 5 5 8 06 : 4 5 P M 31 1 0 1 2 1 1 2 1 5 3 21 6 7 2 3 1 6 1 1 1 19 1 0 0 2 3 9 1 4 2 23 7 5 1 6 8 1 1 4 45 5 2 0 5 6 5 To t a l 14 0 42 5 95 3 9 66 0 69 30 6 82 4 8 45 7 97 39 3 78 2 5 56 8 81 34 4 10 9 5 1 53 4 16 3 22 1 9 23 8 2 Gr a n d T o t a l 78 2 2 4 6 8 4 3 8 2 1 6 3 6 8 8 43 2 1 6 4 6 4 4 8 2 2 8 2 5 2 6 73 7 2 6 3 7 5 0 8 2 0 6 3 8 8 2 51 0 2 1 6 4 7 1 1 2 9 3 3 3 8 5 94 3 1 3 4 8 1 1 4 4 2 4 Ap p r c h % 21 . 2 6 6 . 9 1 1 . 9 17 . 1 6 5 . 2 1 7 . 7 19 6 7 . 9 1 3 . 1 15 . 1 6 3 . 9 2 1 To t a l % 5. 8 1 8 . 3 3 . 2 2 7 . 4 3. 2 1 2 . 2 3 . 3 1 8 . 7 5. 5 1 9 . 6 3 . 8 2 8 . 8 3. 8 1 6 . 1 5 . 3 2 5 . 1 6. 5 9 3 . 5 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 66 20 3 3 4 30 3 36 1 0 8 40 18 4 77 2 2 1 4 0 3 3 8 36 1 4 2 6 0 2 3 8 10 6 3 03 : 1 5 P M 57 1 7 8 41 27 6 36 1 2 5 3 5 1 9 6 69 1 9 3 47 30 9 42 15 8 64 26 4 10 4 5 03 : 3 0 P M 63 1 8 8 2 5 2 7 6 42 1 3 6 38 21 6 42 1 9 9 3 7 2 7 8 40 1 7 6 5 2 26 8 10 3 8 03 : 4 5 P M 57 20 7 36 3 0 0 24 9 7 2 3 1 4 4 82 2 3 4 45 36 1 30 17 9 44 2 5 3 10 5 8 To t a l V o l u m e 24 3 77 6 13 6 11 5 5 13 8 46 6 13 6 74 0 27 0 84 7 16 9 12 8 6 14 8 65 5 22 0 10 2 3 42 0 4 % A p p . T o t a l 21 67 . 2 11 . 8 18 . 6 63 18 . 4 21 65 . 9 13 . 1 14 . 5 64 21 . 5 PH F .9 2 0 .9 3 7 .8 2 9 .9 5 3 .8 2 1 .8 5 7 .8 5 0 .8 5 6 .8 2 3 .9 0 5 .8 9 9 .8 9 1 .8 8 1 .9 1 5 .8 5 9 .9 5 4 .9 8 9 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-403 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 13 6 Th r u 77 6 Le f t 24 3 In Ou t To t a l 11 3 1 11 5 5 22 8 6 Right 136 Thru 466 Left 138 Out TotalIn 1067 740 1807 Le f t 27 0 Th r u 84 7 Ri g h t 16 9 Ou t To t a l In 11 3 4 12 8 6 24 2 0 Left 148 Thru 655 Right 220 Total OutIn 872 1023 1895 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-404 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 66 20 3 3 4 30 3 36 1 0 8 40 18 4 77 2 2 1 4 0 3 3 8 36 1 4 2 6 0 23 8 +1 5 m i n s . 57 1 7 8 41 27 6 36 1 2 5 3 5 1 9 6 69 1 9 3 47 30 9 42 15 8 64 26 4 +3 0 m i n s . 63 1 8 8 2 5 2 7 6 42 1 3 6 38 21 6 42 1 9 9 3 7 2 7 8 40 1 7 6 5 2 26 8 +4 5 m i n s . 57 20 7 36 3 0 0 24 9 7 2 3 1 4 4 82 2 3 4 45 36 1 30 17 9 44 25 3 To t a l V o l u m e 24 3 77 6 13 6 11 5 5 13 8 46 6 13 6 74 0 27 0 84 7 16 9 12 8 6 14 8 65 5 22 0 10 2 3 % A p p . T o t a l 21 67 . 2 11 . 8 18 . 6 63 18 . 4 21 65 . 9 13 . 1 14 . 5 64 21 . 5 PH F .9 2 0 .9 3 7 .8 2 9 .9 5 3 .8 2 1 .8 5 7 .8 5 0 .8 5 6 .8 2 3 .9 0 5 .8 9 9 .8 9 1 .8 8 1 .9 1 5 .8 5 9 .9 5 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-405 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 2 5 0 0 7 1 3 1 0 5 0 8 0 0 8 3 3 1 0 7 0 2 7 2 7 03 : 1 5 P M 0 8 0 0 8 0 3 0 0 3 1 1 0 1 1 1 2 2 3 0 0 5 1 2 8 2 9 03 : 3 0 P M 0 7 1 0 8 0 1 1 0 2 0 2 0 0 2 1 2 0 0 3 0 1 5 1 5 03 : 4 5 P M 0 5 0 0 5 0 0 0 0 0 0 6 1 1 7 0 3 2 0 5 1 1 7 1 8 To t a l 2 25 1 0 28 1 7 2 0 10 1 26 2 2 29 6 11 3 0 20 2 87 89 04 : 0 0 P M 0 4 0 0 4 0 0 1 0 1 1 1 0 0 2 0 2 1 1 3 1 1 0 1 1 04 : 1 5 P M 0 0 1 0 1 1 0 0 0 1 0 3 1 0 4 0 1 2 1 3 1 9 1 0 04 : 3 0 P M 0 5 0 0 5 1 1 0 0 2 1 2 0 0 3 1 2 0 0 3 0 1 3 1 3 04 : 4 5 P M 0 4 0 0 4 1 2 0 0 3 0 2 3 2 5 1 0 0 0 1 2 1 3 1 5 To t a l 0 13 1 0 14 3 3 1 0 7 2 8 4 2 14 2 5 3 2 10 4 45 49 05 : 0 0 P M 0 1 1 0 2 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 5 5 05 : 1 5 P M 0 0 0 0 0 1 1 0 0 2 0 1 0 0 1 1 2 1 0 4 0 7 7 05 : 3 0 P M 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 1 0 0 0 1 0 5 5 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 1 1 0 0 2 0 5 5 To t a l 0 3 1 0 4 1 4 0 0 5 0 5 1 0 6 3 3 1 0 7 0 22 22 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 2 06 : 1 5 P M 0 0 0 0 0 1 0 0 0 1 1 3 0 0 4 0 1 1 0 2 0 7 7 06 : 3 0 P M 0 1 2 2 3 0 0 1 0 1 0 4 0 0 4 0 0 0 0 0 2 8 1 0 06 : 4 5 P M 0 3 0 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4 4 To t a l 0 4 2 2 6 1 1 1 0 3 1 8 0 0 9 0 2 1 0 3 2 21 23 Gr a n d T o t a l 2 4 5 5 2 5 2 6 1 5 4 0 2 5 4 4 7 7 4 5 8 11 2 1 8 2 4 0 8 1 7 5 1 8 3 Ap p r c h % 3. 8 8 6 . 5 9 . 6 24 6 0 1 6 6. 9 8 1 1 2 . 1 27 . 5 5 2 . 5 2 0 To t a l % 1. 1 2 5 . 7 2 . 9 2 9 . 7 3. 4 8 . 6 2 . 3 1 4 . 3 2. 3 2 6 . 9 4 3 3 . 1 6. 3 1 2 4 . 6 2 2 . 9 4. 4 9 5 . 6 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 2 5 0 7 1 3 1 5 0 8 0 8 3 3 1 7 27 03 : 1 5 P M 0 8 0 8 0 3 0 3 1 1 0 1 12 2 3 0 5 28 03 : 3 0 P M 0 7 1 8 0 1 1 2 0 2 0 2 1 2 0 3 15 03 : 4 5 P M 0 5 0 5 0 0 0 0 0 6 1 7 0 3 2 5 17 To t a l V o l u m e 2 25 1 28 1 7 2 10 1 26 2 29 6 11 3 20 87 % A p p . T o t a l 7. 1 89 . 3 3. 6 10 70 20 3. 4 89 . 7 6. 9 30 55 15 PH F .2 5 0 .7 8 1 .2 5 0 .8 7 5 .2 5 0 .5 8 3 .5 0 0 .5 0 0 .2 5 0 .6 5 0 .5 0 0 .6 0 4 .5 0 0 .9 1 7 .3 7 5 .7 1 4 .7 7 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-406 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 1 Th r u 25 Le f t 2 In Ou t To t a l 34 28 62 Right 2 Thru 7 Left 1 Out TotalIn 15 10 25 Le f t 1 Th r u 26 Ri g h t 2 Ou t To t a l In 29 29 58 Left 6 Thru 11 Right 3 Total OutIn 9 20 29 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-407 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 2 5 0 7 1 3 1 5 0 8 0 8 3 3 1 7 +1 5 m i n s . 0 8 0 8 0 3 0 3 1 1 0 1 1 2 2 3 0 5 +3 0 m i n s . 0 7 1 8 0 1 1 2 0 2 0 2 1 2 0 3 +4 5 m i n s . 0 5 0 5 0 0 0 0 0 6 1 7 0 3 2 5 To t a l V o l u m e 2 25 1 28 1 7 2 10 1 26 2 29 6 11 3 20 % A p p . T o t a l 7. 1 89 . 3 3. 6 10 70 20 3. 4 89 . 7 6. 9 30 55 15 PH F .2 5 0 .7 8 1 .2 5 0 .8 7 5 .2 5 0 .5 8 3 .5 0 0 .5 0 0 .2 5 0 .6 5 0 .5 0 0 .6 0 4 .5 0 0 .9 1 7 .3 7 5 .7 1 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-408 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 1 1 1 1 2 3 03 : 3 0 P M 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 2 2 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 1 3 0 0 4 0 0 0 0 0 2 1 0 0 3 0 0 1 1 1 1 8 9 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 04 : 3 0 P M 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 4 04 : 4 5 P M 0 5 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 6 6 To t a l 0 9 0 0 9 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 12 12 05 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 05 : 1 5 P M 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 5 5 05 : 3 0 P M 0 9 0 0 9 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 1 0 05 : 4 5 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 To t a l 0 18 0 0 18 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 20 20 06 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 Gr a n d T o t a l 1 3 3 0 0 3 4 0 0 0 0 0 2 6 0 0 8 0 0 1 1 1 1 4 3 4 4 Ap p r c h % 2. 9 9 7 . 1 0 0 0 0 25 7 5 0 0 0 1 0 0 To t a l % 2. 3 7 6 . 7 0 7 9 . 1 0 0 0 0 4. 7 1 4 0 1 8 . 6 0 0 2 . 3 2 . 3 2. 3 9 7 . 7 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03 : 1 5 P M 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2 03 : 3 0 P M 1 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 2 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 To t a l V o l u m e 1 3 0 4 0 0 0 0 2 1 0 3 0 0 1 1 8 % A p p . T o t a l 25 75 0 0 0 0 66 . 7 33 . 3 0 0 0 10 0 PH F .2 5 0 .2 5 0 .0 0 0 .3 3 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .2 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .6 6 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-409 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 0 Th r u 3 Le f t 1 In Ou t To t a l 1 4 5 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 2 Th r u 1 Ri g h t 0 Ou t To t a l In 4 3 7 Left 0 Thru 0 Right 1 Total OutIn 2 1 3 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-410 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 +3 0 m i n s . 1 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 To t a l V o l u m e 1 3 0 4 0 0 0 0 2 1 0 3 0 0 1 1 % A p p . T o t a l 25 75 0 0 0 0 66 . 7 33 . 3 0 0 0 10 0 PH F .2 5 0 .2 5 0 .0 0 0 .3 3 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .2 5 0 .0 0 0 .7 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-411 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 1 3 1 1 5 0 1 0 0 1 0 0 0 0 0 1 2 0 0 3 1 9 1 0 03 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 1 1 0 2 0 6 6 03 : 3 0 P M 0 1 0 0 1 2 0 0 0 2 0 3 0 0 3 0 1 0 0 1 0 7 7 03 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 To t a l 1 6 1 1 8 2 1 0 0 3 0 8 0 0 8 1 4 1 0 6 1 25 26 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 2 2 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 3 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 04 : 4 5 P M 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 To t a l 0 2 0 0 2 0 0 0 0 0 0 5 1 0 6 1 0 0 0 1 0 9 9 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 Gr a n d T o t a l 1 9 1 1 1 1 2 1 0 0 3 0 1 6 1 0 1 7 2 4 1 0 7 1 3 8 3 9 Ap p r c h % 9. 1 8 1 . 8 9 . 1 66 . 7 3 3 . 3 0 0 9 4 . 1 5 . 9 28 . 6 5 7 . 1 1 4 . 3 To t a l % 2. 6 2 3 . 7 2 . 6 2 8 . 9 5. 3 2 . 6 0 7 . 9 0 4 2 . 1 2 . 6 4 4 . 7 5. 3 1 0 . 5 2 . 6 1 8 . 4 2. 6 9 7 . 4 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 1 3 1 5 0 1 0 1 0 0 0 0 1 2 0 3 9 03 : 1 5 P M 0 1 0 1 0 0 0 0 0 3 0 3 0 1 1 2 6 03 : 3 0 P M 0 1 0 1 2 0 0 2 0 3 0 3 0 1 0 1 7 03 : 4 5 P M 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 To t a l V o l u m e 1 6 1 8 2 1 0 3 0 8 0 8 1 4 1 6 25 % A p p . T o t a l 12 . 5 75 12 . 5 66 . 7 33 . 3 0 0 10 0 0 16 . 7 66 . 7 16 . 7 PH F .2 5 0 .5 0 0 .2 5 0 .4 0 0 .2 5 0 .2 5 0 .0 0 0 .3 7 5 .0 0 0 .6 6 7 .0 0 0 .6 6 7 .2 5 0 .5 0 0 .2 5 0 .5 0 0 .6 9 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-412 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 1 Th r u 6 Le f t 1 In Ou t To t a l 9 8 17 Right 0 Thru 1 Left 2 Out TotalIn 5 3 8 Le f t 0 Th r u 8 Ri g h t 0 Ou t To t a l In 9 8 17 Left 1 Thru 4 Right 1 Total OutIn 2 6 8 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-413 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 1 3 1 5 0 1 0 1 0 0 0 0 1 2 0 3 +1 5 m i n s . 0 1 0 1 0 0 0 0 0 3 0 3 0 1 1 2 +3 0 m i n s . 0 1 0 1 2 0 0 2 0 3 0 3 0 1 0 1 +4 5 m i n s . 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 To t a l V o l u m e 1 6 1 8 2 1 0 3 0 8 0 8 1 4 1 6 % A p p . T o t a l 12 . 5 75 12 . 5 66 . 7 33 . 3 0 0 10 0 0 16 . 7 66 . 7 16 . 7 PH F .2 5 0 .5 0 0 .2 5 0 .4 0 0 .2 5 0 .2 5 0 .0 0 0 .3 7 5 .0 0 0 .6 6 7 .0 0 0 .6 6 7 .2 5 0 .5 0 0 .2 5 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-414 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 21 1 1 1 1 7 1 3 1 4 9 17 1 0 4 2 8 2 0 1 4 9 25 1 1 2 1 2 4 1 4 9 15 6 7 1 8 1 0 1 0 0 47 5 4 7 5 9 4 10 : 1 5 A M 37 1 0 4 2 4 1 8 1 6 5 15 1 0 5 2 6 1 3 1 4 6 41 1 2 2 2 3 7 1 8 6 24 6 8 2 4 1 7 1 1 6 55 6 1 3 6 6 8 10 : 3 0 A M 42 9 8 3 3 1 5 1 7 3 20 9 1 2 7 1 6 1 3 8 29 1 2 6 2 8 1 3 1 8 3 16 8 2 2 5 1 0 1 2 3 54 6 1 7 6 7 1 10 : 4 5 A M 47 1 2 2 3 3 1 5 2 0 2 26 1 2 8 3 4 1 9 1 8 8 40 9 9 1 6 9 1 5 5 17 5 6 2 2 9 9 5 52 6 4 0 6 9 2 To t a l 14 7 43 5 10 7 6 1 68 9 78 42 8 11 5 6 8 62 1 13 5 45 9 79 3 3 67 3 72 27 3 89 4 6 43 4 20 8 24 1 7 26 2 5 11 : 0 0 A M 42 1 1 4 1 7 1 2 1 7 3 21 1 0 4 3 4 1 3 1 5 9 45 9 1 1 3 7 1 4 9 17 6 4 1 9 1 1 1 0 0 43 5 8 1 6 2 4 11 : 1 5 A M 38 1 1 7 3 5 2 2 1 9 0 20 7 5 2 1 1 1 1 1 6 43 1 0 8 2 7 1 4 1 7 8 29 8 3 3 5 1 6 1 4 7 63 6 3 1 6 9 4 11 : 3 0 A M 55 1 3 4 2 1 1 2 2 1 0 32 1 1 0 3 0 1 4 1 7 2 32 9 9 3 1 1 7 1 6 2 24 7 1 2 8 1 5 1 2 3 58 6 6 7 7 2 5 11 : 4 5 A M 40 1 3 4 2 5 7 1 9 9 26 1 1 6 3 6 2 2 1 7 8 40 9 5 1 3 9 1 4 8 19 8 1 3 0 1 7 1 3 0 55 6 5 5 7 1 0 To t a l 17 5 49 9 98 5 3 77 2 99 40 5 12 1 6 0 62 5 16 0 39 3 84 4 7 63 7 89 29 9 11 2 5 9 50 0 21 9 25 3 4 27 5 3 12 : 0 0 P M 47 1 3 1 2 6 1 1 2 0 4 23 1 0 6 3 0 1 5 1 5 9 38 1 2 2 2 2 1 2 1 8 2 21 9 8 3 2 2 3 1 5 1 61 6 9 6 7 5 7 12 : 1 5 P M 40 1 3 1 2 9 1 1 2 0 0 33 1 2 6 3 7 1 8 1 9 6 30 9 7 3 6 1 6 1 6 3 34 9 2 3 8 2 0 1 6 4 65 7 2 3 7 8 8 12 : 3 0 P M 48 1 4 4 3 2 1 7 2 2 4 27 1 0 7 3 3 2 0 1 6 7 44 1 3 7 3 4 1 8 2 1 5 25 7 4 4 2 2 0 1 4 1 75 7 4 7 8 2 2 12 : 4 5 P M 58 1 2 3 2 2 1 4 2 0 3 26 9 9 2 6 1 2 1 5 1 41 1 0 4 1 3 7 1 5 8 20 9 6 4 4 1 7 1 6 0 50 6 7 2 7 2 2 To t a l 19 3 52 9 10 9 5 3 83 1 10 9 43 8 12 6 6 5 67 3 15 3 46 0 10 5 5 3 71 8 10 0 36 0 15 6 8 0 61 6 25 1 28 3 8 30 8 9 01 : 0 0 P M 58 1 2 6 2 7 1 2 2 1 1 19 1 0 6 3 2 1 8 1 5 7 32 1 1 3 2 5 8 1 7 0 22 9 8 2 7 1 5 1 4 7 53 6 8 5 7 3 8 01 : 1 5 P M 54 1 2 8 4 2 2 0 2 2 4 25 7 9 2 6 1 3 1 3 0 45 1 1 8 4 6 3 1 2 0 9 22 1 1 3 2 8 1 7 1 6 3 81 7 2 6 8 0 7 01 : 3 0 P M 70 1 2 4 3 2 1 0 2 2 6 34 9 2 3 6 1 7 1 6 2 43 1 0 2 2 9 1 1 1 7 4 15 1 1 3 3 5 1 5 1 6 3 53 7 2 5 7 7 8 01 : 4 5 P M 40 1 2 8 3 0 1 7 1 9 8 47 1 1 1 2 4 1 5 1 8 2 41 9 4 2 4 1 2 1 5 9 34 1 0 6 3 0 7 1 7 0 51 7 0 9 7 6 0 To t a l 22 2 50 6 13 1 5 9 85 9 12 5 38 8 11 8 6 3 63 1 16 1 42 7 12 4 6 2 71 2 93 43 0 12 0 5 4 64 3 23 8 28 4 5 30 8 3 Gr a n d T o t a l 73 7 1 9 6 9 4 4 5 2 2 6 3 1 5 1 41 1 1 6 5 9 4 8 0 2 5 6 2 5 5 0 60 9 1 7 3 9 3 9 2 1 9 5 2 7 4 0 35 4 1 3 6 2 4 7 7 2 3 9 2 1 9 3 91 6 1 0 6 3 4 1 1 5 5 0 Ap p r c h % 23 . 4 6 2 . 5 1 4 . 1 16 . 1 6 5 . 1 1 8 . 8 22 . 2 6 3 . 5 1 4 . 3 16 . 1 6 2 . 1 2 1 . 8 To t a l % 6. 9 1 8 . 5 4 . 2 2 9 . 6 3. 9 1 5 . 6 4 . 5 2 4 5. 7 1 6 . 4 3 . 7 2 5 . 8 3. 3 1 2 . 8 4 . 5 2 0 . 6 7. 9 9 2 . 1 Pa s s e n g e r V e h i c l e s 73 2 19 2 3 43 8 33 1 5 40 8 16 4 4 47 7 27 8 4 60 4 16 9 8 38 4 28 7 9 34 5 13 4 3 47 2 23 9 8 0 0 11 3 7 6 % P a s s e n g e r V e h i c l e s 99 . 3 9 7 . 7 9 8 . 4 9 8 . 2 9 8 . 2 99 . 3 9 9 . 1 9 9 . 4 9 9 . 6 9 9 . 2 99 . 2 9 7 . 6 9 8 9 9 9 8 . 1 97 . 5 9 8 . 6 9 9 9 9 . 6 9 8 . 6 0 0 9 8 . 5 La r g e 2 A x l e V e h i c l e s 5 26 3 35 3 13 2 18 4 25 7 38 3 17 4 25 0 0 11 6 % L a r g e 2 A x l e V e h i c l e s 0. 7 1 . 3 0 . 7 0 . 4 1 0. 7 0 . 8 0 . 4 0 0 . 6 0. 7 1 . 4 1 . 8 1 1 . 3 0. 8 1 . 2 0 . 8 0 . 4 1 0 0 1 3 A x l e V e h i c l e s 0 19 2 22 0 1 0 1 1 9 1 11 3 0 1 4 0 0 38 % 3 A x l e V e h i c l e s 0 1 0 . 4 0 . 4 0 . 7 0 0 . 1 0 0 0 0. 2 0 . 5 0 . 3 0 0 . 4 0. 8 0 0 . 2 0 0 . 2 0 0 0 . 3 4+ A x l e T r u c k s 0 1 2 5 0 1 1 3 0 7 0 7 3 2 0 5 0 0 20 % 4 + A x l e T r u c k s 0 0 . 1 0 . 4 0 . 9 0 . 1 0 0 . 1 0 . 2 0 . 4 0 . 1 0 0 . 4 0 0 0 . 2 0. 8 0 . 1 0 0 0 . 2 0 0 0 . 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-415 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 58 1 2 6 2 7 2 1 1 19 1 0 6 3 2 1 5 7 32 1 1 3 2 5 1 7 0 22 9 8 2 7 1 4 7 68 5 01 : 1 5 P M 54 12 8 4 2 22 4 25 7 9 2 6 1 3 0 45 1 1 8 4 6 2 0 9 22 11 3 28 1 6 3 72 6 01 : 3 0 P M 70 12 4 3 2 22 6 34 9 2 36 16 2 43 1 0 2 2 9 1 7 4 15 1 1 3 35 16 3 72 5 01 : 4 5 P M 40 1 2 8 3 0 1 9 8 47 1 1 1 24 18 2 41 9 4 2 4 1 5 9 34 10 6 3 0 17 0 70 9 To t a l V o l u m e 22 2 50 6 13 1 85 9 12 5 38 8 11 8 63 1 16 1 42 7 12 4 71 2 93 43 0 12 0 64 3 28 4 5 % A p p . T o t a l 25 . 8 58 . 9 15 . 3 19 . 8 61 . 5 18 . 7 22 . 6 60 17 . 4 14 . 5 66 . 9 18 . 7 PH F .7 9 3 .9 8 8 .7 8 0 .9 5 0 .6 6 5 .8 7 4 .8 1 9 .8 6 7 .8 9 4 .9 0 5 .6 7 4 .8 5 2 .6 8 4 .9 5 1 .8 5 7 .9 4 6 .9 8 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-416 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 13 1 Th r u 50 6 Le f t 22 2 In Ou t To t a l 63 8 85 9 14 9 7 Right 118 Thru 388 Left 125 Out TotalIn 776 631 1407 Le f t 16 1 Th r u 42 7 Ri g h t 12 4 Ou t To t a l In 75 1 71 2 14 6 3 Left 93 Thru 430 Right 120 Total OutIn 680 643 1323 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-417 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 4 5 P M 11 : 3 0 A M 12 : 3 0 P M 01 : 0 0 P M +0 m i n s . 58 1 2 3 2 2 2 0 3 32 1 1 0 3 0 1 7 2 44 13 7 34 21 5 22 9 8 2 7 14 7 +1 5 m i n s . 58 1 2 6 2 7 2 1 1 26 1 1 6 3 6 1 7 8 41 1 0 4 1 3 1 5 8 22 11 3 28 16 3 +3 0 m i n s . 54 12 8 4 2 22 4 23 1 0 6 3 0 1 5 9 32 1 1 3 2 5 1 7 0 15 1 1 3 35 16 3 +4 5 m i n s . 70 12 4 3 2 22 6 33 1 2 6 3 7 1 9 6 45 11 8 46 20 9 34 10 6 3 0 17 0 To t a l V o l u m e 24 0 50 1 12 3 86 4 11 4 45 8 13 3 70 5 16 2 47 2 11 8 75 2 93 43 0 12 0 64 3 % A p p . T o t a l 27 . 8 58 14 . 2 16 . 2 65 18 . 9 21 . 5 62 . 8 15 . 7 14 . 5 66 . 9 18 . 7 PH F .8 5 7 .9 7 9 .7 3 2 .9 5 6 .8 6 4 .9 0 9 .8 9 9 .8 9 9 .9 0 0 .8 6 1 .6 4 1 .8 7 4 .6 8 4 .9 5 1 .8 5 7 .9 4 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-418 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 21 1 0 8 1 7 1 3 1 4 6 17 1 0 3 2 7 1 9 1 4 7 25 1 0 8 1 0 4 1 4 3 15 6 7 1 7 1 0 9 9 46 5 3 5 5 8 1 10 : 1 5 A M 37 1 0 3 2 4 1 8 1 6 4 15 1 0 2 2 6 1 3 1 4 3 41 1 1 9 2 3 7 1 8 3 21 6 3 2 4 1 7 1 0 8 55 5 9 8 6 5 3 10 : 3 0 A M 42 9 6 3 2 1 4 1 7 0 20 9 0 2 7 1 6 1 3 7 29 1 2 4 2 7 1 3 1 8 0 16 8 1 2 5 1 0 1 2 2 53 6 0 9 6 6 2 10 : 4 5 A M 47 1 1 9 3 3 1 5 1 9 9 26 1 2 8 3 4 1 9 1 8 8 40 9 9 1 5 9 1 5 4 17 5 6 2 2 9 9 5 52 6 3 6 6 8 8 To t a l 14 7 42 6 10 6 6 0 67 9 78 42 3 11 4 6 7 61 5 13 5 45 0 75 3 3 66 0 69 26 7 88 4 6 42 4 20 6 23 7 8 25 8 4 11 : 0 0 A M 42 1 0 9 1 7 1 2 1 6 8 21 1 0 1 3 4 1 3 1 5 6 43 8 9 1 3 7 1 4 5 17 6 1 1 9 1 1 9 7 43 5 6 6 6 0 9 11 : 1 5 A M 38 1 1 2 3 4 2 1 1 8 4 20 7 4 2 1 1 1 1 1 5 43 1 0 4 2 6 1 3 1 7 3 29 8 3 3 5 1 6 1 4 7 61 6 1 9 6 8 0 11 : 3 0 A M 54 1 3 1 2 1 1 2 2 0 6 32 1 0 9 3 0 1 4 1 7 1 32 9 6 3 1 1 7 1 5 9 24 7 0 2 8 1 5 1 2 2 58 6 5 8 7 1 6 11 : 4 5 A M 40 1 3 2 2 4 6 1 9 6 26 1 1 4 3 6 2 2 1 7 6 40 9 4 1 3 9 1 4 7 19 8 1 3 0 1 7 1 3 0 54 6 4 9 7 0 3 To t a l 17 4 48 4 96 5 1 75 4 99 39 8 12 1 6 0 61 8 15 8 38 3 83 4 6 62 4 89 29 5 11 2 5 9 49 6 21 6 24 9 2 27 0 8 12 : 0 0 P M 46 1 2 7 2 6 1 1 1 9 9 23 1 0 5 3 0 1 5 1 5 8 38 1 1 8 2 2 1 2 1 7 8 21 9 8 3 2 2 3 1 5 1 61 6 8 6 7 4 7 12 : 1 5 P M 40 1 3 1 2 8 1 0 1 9 9 31 1 2 6 3 7 1 8 1 9 4 29 9 3 3 6 1 6 1 5 8 32 9 2 3 8 2 0 1 6 2 64 7 1 3 7 7 7 12 : 3 0 P M 46 1 4 1 3 1 1 7 2 1 8 26 1 0 7 3 3 2 0 1 6 6 43 1 3 5 3 4 1 8 2 1 2 24 7 2 4 2 2 0 1 3 8 75 7 3 4 8 0 9 12 : 4 5 P M 57 1 2 2 2 2 1 4 2 0 1 26 9 8 2 5 1 2 1 4 9 41 1 0 2 1 2 6 1 5 5 19 9 6 4 3 1 7 1 5 8 49 6 6 3 7 1 2 To t a l 18 9 52 1 10 7 5 2 81 7 10 6 43 6 12 5 6 5 66 7 15 1 44 8 10 4 5 2 70 3 96 35 8 15 5 8 0 60 9 24 9 27 9 6 30 4 5 01 : 0 0 P M 58 1 2 2 2 6 1 2 2 0 6 19 1 0 6 3 2 1 8 1 5 7 32 1 0 9 2 4 8 1 6 5 22 9 8 2 6 1 4 1 4 6 52 6 7 4 7 2 6 01 : 1 5 P M 54 1 2 1 4 1 2 0 2 1 6 25 7 9 2 6 1 3 1 3 0 44 1 1 7 4 6 3 1 2 0 7 22 1 1 2 2 7 1 7 1 6 1 81 7 1 4 7 9 5 01 : 3 0 P M 70 1 2 1 3 2 1 0 2 2 3 34 9 2 3 5 1 7 1 6 1 43 1 0 1 2 8 1 1 1 7 2 15 1 1 0 3 4 1 5 1 5 9 53 7 1 5 7 6 8 01 : 4 5 P M 40 1 2 8 3 0 1 7 1 9 8 47 1 1 0 2 4 1 5 1 8 1 41 9 0 2 4 1 2 1 5 5 32 1 0 3 3 0 7 1 6 5 51 6 9 9 7 5 0 To t a l 22 2 49 2 12 9 5 9 84 3 12 5 38 7 11 7 6 3 62 9 16 0 41 7 12 2 6 2 69 9 91 42 3 11 7 5 3 63 1 23 7 28 0 2 30 3 9 Gr a n d T o t a l 73 2 1 9 2 3 4 3 8 2 2 2 3 0 9 3 40 8 1 6 4 4 4 7 7 2 5 5 2 5 2 9 60 4 1 6 9 8 3 8 4 1 9 3 2 6 8 6 34 5 1 3 4 3 4 7 2 2 3 8 2 1 6 0 90 8 1 0 4 6 8 1 1 3 7 6 Ap p r c h % 23 . 7 6 2 . 2 1 4 . 2 16 . 1 6 5 1 8 . 9 22 . 5 6 3 . 2 1 4 . 3 16 6 2 . 2 2 1 . 9 To t a l % 7 1 8 . 4 4 . 2 2 9 . 5 3. 9 1 5 . 7 4 . 6 2 4 . 2 5. 8 1 6 . 2 3 . 7 2 5 . 7 3. 3 1 2 . 8 4 . 5 2 0 . 6 8 9 2 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 58 1 2 2 2 6 2 0 6 19 1 0 6 3 2 1 5 7 32 1 0 9 2 4 1 6 5 22 9 8 2 6 1 4 6 67 4 01 : 1 5 P M 54 1 2 1 41 21 6 25 7 9 2 6 1 3 0 44 1 1 7 4 6 2 0 7 22 11 2 27 1 6 1 71 4 01 : 3 0 P M 70 12 1 3 2 22 3 34 9 2 35 16 1 43 1 0 1 2 8 1 7 2 15 1 1 0 34 15 9 71 5 01 : 4 5 P M 40 12 8 30 1 9 8 47 1 1 0 24 18 1 41 9 0 2 4 1 5 5 32 10 3 3 0 16 5 69 9 To t a l V o l u m e 22 2 49 2 12 9 84 3 12 5 38 7 11 7 62 9 16 0 41 7 12 2 69 9 91 42 3 11 7 63 1 28 0 2 % A p p . T o t a l 26 . 3 58 . 4 15 . 3 19 . 9 61 . 5 18 . 6 22 . 9 59 . 7 17 . 5 14 . 4 67 18 . 5 PH F .7 9 3 .9 6 1 .7 8 7 .9 4 5 .6 6 5 .8 8 0 .8 3 6 .8 6 9 .9 0 9 .8 9 1 .6 6 3 .8 4 4 .7 1 1 .9 4 4 .8 6 0 .9 5 6 .9 8 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-419 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 12 9 Th r u 49 2 Le f t 22 2 In Ou t To t a l 62 5 84 3 14 6 8 Right 117 Thru 387 Left 125 Out TotalIn 767 629 1396 Le f t 16 0 Th r u 41 7 Ri g h t 12 2 Ou t To t a l In 73 4 69 9 14 3 3 Left 91 Thru 423 Right 117 Total OutIn 676 631 1307 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-420 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 58 1 2 2 2 6 2 0 6 19 1 0 6 3 2 1 5 7 32 1 0 9 2 4 1 6 5 22 9 8 2 6 14 6 +1 5 m i n s . 54 1 2 1 41 21 6 25 7 9 2 6 1 3 0 44 1 1 7 4 6 2 0 7 22 11 2 27 16 1 +3 0 m i n s . 70 12 1 3 2 22 3 34 9 2 35 16 1 43 1 0 1 2 8 1 7 2 15 1 1 0 34 15 9 +4 5 m i n s . 40 12 8 30 1 9 8 47 1 1 0 24 18 1 41 9 0 2 4 1 5 5 32 10 3 3 0 16 5 To t a l V o l u m e 22 2 49 2 12 9 84 3 12 5 38 7 11 7 62 9 16 0 41 7 12 2 69 9 91 42 3 11 7 63 1 % A p p . T o t a l 26 . 3 58 . 4 15 . 3 19 . 9 61 . 5 18 . 6 22 . 9 59 . 7 17 . 5 14 . 4 67 18 . 5 PH F .7 9 3 .9 6 1 .7 8 7 .9 4 5 .6 6 5 .8 8 0 .8 3 6 .8 6 9 .9 0 9 .8 9 1 .6 6 3 .8 4 4 .7 1 1 .9 4 4 .8 6 0 .9 5 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-421 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 2 0 0 2 0 1 0 0 1 0 1 2 0 3 0 0 1 0 1 0 7 7 10 : 1 5 A M 0 1 0 0 1 0 3 0 0 3 0 3 0 0 3 0 5 0 0 5 0 1 2 1 2 10 : 3 0 A M 0 0 1 1 1 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 1 3 4 10 : 4 5 A M 0 2 0 0 2 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 3 3 To t a l 0 5 1 1 6 0 5 0 0 5 0 5 3 0 8 0 5 1 0 6 1 25 26 11 : 0 0 A M 0 2 0 0 2 0 2 0 0 2 2 1 0 0 3 0 3 0 0 3 0 1 0 1 0 11 : 1 5 A M 0 1 0 0 1 0 0 0 0 0 0 3 1 1 4 0 0 0 0 0 1 5 6 11 : 3 0 A M 1 2 0 0 3 0 1 0 0 1 0 2 0 0 2 0 1 0 0 1 0 7 7 11 : 4 5 A M 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 4 4 To t a l 1 7 0 0 8 0 5 0 0 5 2 6 1 1 9 0 4 0 0 4 1 26 27 12 : 0 0 P M 1 3 0 0 4 0 1 0 0 1 0 4 0 0 4 0 0 0 0 0 0 9 9 12 : 1 5 P M 0 0 0 0 0 2 0 0 0 2 1 2 0 0 3 2 0 0 0 2 0 7 7 12 : 3 0 P M 2 3 1 0 6 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 0 9 9 12 : 4 5 P M 1 0 0 0 1 0 1 1 0 2 0 2 1 1 3 0 0 1 0 1 1 7 8 To t a l 4 6 1 0 11 3 2 1 0 6 1 8 1 1 10 2 2 1 0 5 1 32 33 01 : 0 0 P M 0 2 1 0 3 0 0 0 0 0 0 3 1 0 4 0 0 1 1 1 1 8 9 01 : 1 5 P M 0 4 0 0 4 0 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 7 7 01 : 3 0 P M 0 2 0 0 2 0 0 1 0 1 0 1 1 0 2 0 3 1 0 4 0 9 9 01 : 4 5 P M 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 1 2 0 0 3 0 5 5 To t a l 0 8 1 0 9 0 1 1 0 2 1 6 2 0 9 1 6 2 1 9 1 29 30 Gr a n d T o t a l 5 2 6 3 1 3 4 3 1 3 2 0 1 8 4 2 5 7 2 3 6 3 1 7 4 1 2 4 4 1 1 2 1 1 6 Ap p r c h % 14 . 7 7 6 . 5 8 . 8 16 . 7 7 2 . 2 1 1 . 1 11 . 1 6 9 . 4 1 9 . 4 12 . 5 7 0 . 8 1 6 . 7 To t a l % 4. 5 2 3 . 2 2 . 7 3 0 . 4 2. 7 1 1 . 6 1 . 8 1 6 . 1 3. 6 2 2 . 3 6 . 2 3 2 . 1 2. 7 1 5 . 2 3 . 6 2 1 . 4 3. 4 9 6 . 6 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 0 2 1 3 0 0 0 0 0 3 1 4 0 0 1 1 8 01 : 1 5 P M 0 4 0 4 0 0 0 0 1 1 0 2 0 1 0 1 7 01 : 3 0 P M 0 2 0 2 0 0 1 1 0 1 1 2 0 3 1 4 9 01 : 4 5 P M 0 0 0 0 0 1 0 1 0 1 0 1 1 2 0 3 5 To t a l V o l u m e 0 8 1 9 0 1 1 2 1 6 2 9 1 6 2 9 29 % A p p . T o t a l 0 88 . 9 11 . 1 0 50 50 11 . 1 66 . 7 22 . 2 11 . 1 66 . 7 22 . 2 PH F .0 0 0 .5 0 0 .2 5 0 .5 6 3 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .2 5 0 .5 0 0 .5 0 0 .5 6 3 .2 5 0 .5 0 0 .5 0 0 .5 6 3 .8 0 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-422 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 1 Th r u 8 Le f t 0 In Ou t To t a l 8 9 17 Right 1 Thru 1 Left 0 Out TotalIn 8 2 10 Le f t 1 Th r u 6 Ri g h t 2 Ou t To t a l In 10 9 19 Left 1 Thru 6 Right 2 Total OutIn 3 9 12 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-423 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 0 2 1 3 0 0 0 0 0 3 1 4 0 0 1 1 +1 5 m i n s . 0 4 0 4 0 0 0 0 1 1 0 2 0 1 0 1 +3 0 m i n s . 0 2 0 2 0 0 1 1 0 1 1 2 0 3 1 4 +4 5 m i n s . 0 0 0 0 0 1 0 1 0 1 0 1 1 2 0 3 To t a l V o l u m e 0 8 1 9 0 1 1 2 1 6 2 9 1 6 2 9 % A p p . T o t a l 0 88 . 9 11 . 1 0 50 50 11 . 1 66 . 7 22 . 2 11 . 1 66 . 7 22 . 2 PH F .0 0 0 .5 0 0 .2 5 0 .5 6 3 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .2 5 0 .5 0 0 .5 0 0 .5 6 3 .2 5 0 .5 0 0 .5 0 0 .5 6 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-424 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 4 4 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 10 : 3 0 A M 0 2 0 0 2 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 3 3 10 : 4 5 A M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 4 0 0 4 0 0 0 0 0 0 3 1 0 4 1 0 0 0 1 0 9 9 11 : 0 0 A M 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 3 11 : 1 5 A M 0 4 1 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 6 11 : 3 0 A M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 7 1 1 8 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 1 11 12 12 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 0 2 2 12 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 2 0 0 2 0 0 0 0 0 1 1 0 0 2 1 0 0 0 1 0 5 5 01 : 0 0 P M 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 01 : 1 5 P M 0 3 1 0 4 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 5 5 01 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 3 3 To t a l 0 6 1 0 7 0 0 0 0 0 0 3 0 0 3 1 0 1 0 2 0 12 12 Gr a n d T o t a l 0 1 9 2 1 2 1 0 1 0 0 1 1 9 1 0 1 1 3 0 1 0 4 1 3 7 3 8 Ap p r c h % 0 9 0 . 5 9 . 5 0 1 0 0 0 9. 1 8 1 . 8 9 . 1 75 0 2 5 To t a l % 0 5 1 . 4 5 . 4 5 6 . 8 0 2 . 7 0 2 . 7 2. 7 2 4 . 3 2 . 7 2 9 . 7 8. 1 0 2 . 7 1 0 . 8 2. 6 9 7 . 4 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 01 : 1 5 P M 0 3 1 4 0 0 0 0 0 0 0 0 0 0 1 1 5 01 : 3 0 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 1 3 To t a l V o l u m e 0 6 1 7 0 0 0 0 0 3 0 3 1 0 1 2 12 % A p p . T o t a l 0 85 . 7 14 . 3 0 0 0 0 10 0 0 50 0 50 PH F .0 0 0 .5 0 0 .2 5 0 .4 3 8 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .3 7 5 .0 0 0 .3 7 5 .2 5 0 .0 0 0 .2 5 0 .5 0 0 .6 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-425 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 1 Th r u 6 Le f t 0 In Ou t To t a l 4 7 11 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 3 Ri g h t 0 Ou t To t a l In 7 3 10 Left 1 Thru 0 Right 1 Total OutIn 1 2 3 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-426 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 +1 5 m i n s . 0 3 1 4 0 0 0 0 0 0 0 0 0 0 1 1 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 1 To t a l V o l u m e 0 6 1 7 0 0 0 0 0 3 0 3 1 0 1 2 % A p p . T o t a l 0 85 . 7 14 . 3 0 0 0 0 10 0 0 50 0 50 PH F .0 0 0 .5 0 0 .2 5 0 .4 3 8 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .3 7 5 .0 0 0 .3 7 5 .2 5 0 .0 0 0 .2 5 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-427 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 2 2 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 2 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 1 1 1 0 1 0 0 1 2 1 0 0 3 1 5 6 11 : 0 0 A M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 11 : 1 5 A M 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 2 2 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 To t a l 0 1 1 1 2 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 1 5 6 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 1 1 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 2 3 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 To t a l 0 0 1 1 1 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 1 5 6 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 2 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 2 Gr a n d T o t a l 0 1 2 2 3 0 1 1 1 2 0 7 0 0 7 3 2 0 0 5 3 1 7 2 0 Ap p r c h % 0 3 3 . 3 6 6 . 7 0 5 0 5 0 0 1 0 0 0 60 4 0 0 To t a l % 0 5 . 9 1 1 . 8 1 7 . 6 0 5 . 9 5 . 9 1 1 . 8 0 4 1 . 2 0 4 1 . 2 17 . 6 1 1 . 8 0 2 9 . 4 15 8 5 Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 1 : 0 0 P M 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 2 % A p p . T o t a l 0 0 0 0 0 0 0 10 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-428 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r C o o k S t r e e t Country Club Drive Country Club Drive C o o k S t r e e t Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 1 0 1 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 1 Ri g h t 0 Ou t To t a l In 0 1 1 Left 0 Thru 1 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 1 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-429 Fi l e N a m e : 0 9 _ P L D _ C o o k _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Co o k S t r e e t No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 1 : 0 0 P M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M 01 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 % A p p . T o t a l 0 0 0 0 0 0 0 10 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-430 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Cook Street Country Club Drive Cook Street Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 1 0 2 1 4 0 1 0 1 2 1 0 0 0 1 2 0 0 1 3 0 0 0 0 0 1 0 0 3 4 0 0 0 0 0 2 0 0 0 2 0 0 1 0 1 1 0 0 4 5 0 0 0 1 1 0 0 1 0 1 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 9 1 4 14 28 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Cook Street Country Club Drive Cook Street Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 3 0 0 1 4 3 0 0 1 4 0 0 1 0 1 0 0 2 1 3 1 0 0 1 2 0 0 0 1 1 0 1 1 0 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 7 1 4 9 21 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Cook Street Country Club Drive Cook Street Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 1 1 0 1 0 0 1 0 1 0 2 3 2 0 2 1 5 0 2 0 2 4 1 0 0 0 1 8 3 2 3 16 1 0 0 2 3 3 3 0 0 6 2 0 1 2 5 0 0 2 3 5 0 0 0 4 4 0 0 0 0 0 0 0 0 2 2 0 0 2 1 3 17 10 9 23 59 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Palm Desert Cook Street Country Club Drive PEDESTRIANS 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-431 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 0 0 1 0 2 0 4 0 0 0 0 1 0 0 1 0 0 3 0 5 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 1 0 1 0 3 0 0 2 0 0 0 0 0 0 0 0 0 2 0 1 2 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 4 1 1 1 1 1 4 0 7 0 22 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 0 1 0 4 0 0 0 0 2 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 5 0 1 0 0 0 5 0 14 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 5 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 10 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 3 0 0 0 0 1 1 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 3 0 1 0 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1 1 8 0 0 1 1 1 18 0 35 4:00 PM 4:15 PM 4:30 PM 4:45 PM Country Club Drive Cook Street Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound 6:30 PM 6:45 PM Cook Street Country Club Drive Cook Street 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM Country Club Drive TOTAL VOLUMES: Cook Street Country Club Drive Cook Street Country Club Drive Southbound Westbound Northbound Eastbound 5:00 PM Southbound Westbound Northbound Eastbound Cook Street Country Club Drive Cook Street Country Club Drive 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-432 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 36 1 9 0 3 3 9 2 5 9 57 7 4 2 9 5 1 6 0 28 2 8 4 8 2 2 0 3 9 4 42 8 8 1 7 3 1 4 7 37 9 6 0 9 9 7 03 : 1 5 P M 29 1 8 6 4 5 1 4 2 6 0 43 7 4 3 2 1 7 1 4 9 21 2 2 0 6 2 1 9 3 0 3 36 7 8 1 8 1 1 3 2 51 8 4 4 8 9 5 03 : 3 0 P M 13 1 9 3 4 1 1 1 2 4 7 35 7 0 3 7 1 0 1 4 2 40 2 6 6 6 5 1 6 3 7 1 52 8 0 2 8 5 1 6 0 42 9 2 0 9 6 2 03 : 4 5 P M 45 2 0 9 3 2 7 2 8 6 41 6 9 3 7 1 8 1 4 7 27 2 2 5 4 7 1 6 2 9 9 41 7 6 2 6 2 1 4 3 43 8 7 5 9 1 8 To t a l 12 3 77 8 15 1 4 1 10 5 2 17 6 28 7 13 5 5 0 59 8 11 6 99 5 25 6 7 1 13 6 7 17 1 32 2 89 1 1 58 2 17 3 35 9 9 37 7 2 04 : 0 0 P M 46 1 6 7 3 7 9 2 5 0 33 7 5 3 6 7 1 4 4 24 2 4 0 6 9 1 8 3 3 3 43 1 1 1 1 9 2 1 7 3 36 9 0 0 9 3 6 04 : 1 5 P M 40 1 7 4 5 0 9 2 6 4 37 6 2 2 9 1 7 1 2 8 23 1 8 7 6 9 2 0 2 7 9 40 7 7 1 2 2 1 2 9 48 8 0 0 8 4 8 04 : 3 0 P M 39 1 6 9 4 2 1 5 2 5 0 41 7 9 2 7 1 0 1 4 7 20 2 0 0 5 9 1 7 2 7 9 39 9 8 1 4 2 1 5 1 44 8 2 7 8 7 1 04 : 4 5 P M 20 1 6 2 4 3 8 2 2 5 37 7 2 2 8 1 0 1 3 7 24 2 0 4 5 6 1 5 2 8 4 48 9 2 2 4 3 1 6 4 36 8 1 0 8 4 6 To t a l 14 5 67 2 17 2 4 1 98 9 14 8 28 8 12 0 4 4 55 6 91 83 1 25 3 7 0 11 7 5 17 0 37 8 69 9 61 7 16 4 33 3 7 35 0 1 05 : 0 0 P M 51 1 6 6 4 5 1 1 2 6 2 51 7 9 4 9 2 3 1 7 9 23 2 1 1 6 5 2 2 2 9 9 57 1 1 4 1 5 2 1 8 6 58 9 2 6 9 8 4 05 : 1 5 P M 34 1 9 4 2 8 9 2 5 6 42 6 8 3 1 1 3 1 4 1 31 2 2 5 5 6 1 7 3 1 2 49 8 1 1 4 2 1 4 4 41 8 5 3 8 9 4 05 : 3 0 P M 28 1 3 5 3 9 8 2 0 2 30 5 7 1 0 3 9 7 21 1 3 3 5 4 2 1 2 0 8 27 7 5 1 5 0 1 1 7 32 6 2 4 6 5 6 05 : 4 5 P M 26 1 6 1 4 5 5 2 3 2 28 6 4 1 7 7 1 0 9 13 1 4 8 3 7 1 4 1 9 8 34 7 3 1 1 2 1 1 8 28 6 5 7 6 8 5 To t a l 13 9 65 6 15 7 3 3 95 2 15 1 26 8 10 7 4 6 52 6 88 71 7 21 2 7 4 10 1 7 16 7 34 3 55 6 56 5 15 9 30 6 0 32 1 9 06 : 0 0 P M 18 1 2 4 2 4 7 1 6 6 30 5 6 1 5 4 1 0 1 11 1 1 5 4 0 1 5 1 6 6 35 6 7 8 4 1 1 0 30 5 4 3 5 7 3 06 : 1 5 P M 22 1 1 8 2 6 6 1 6 6 23 5 1 1 4 1 0 8 8 11 9 2 3 5 1 1 1 3 8 20 3 9 1 0 1 6 9 28 4 6 1 4 8 9 06 : 3 0 P M 14 8 8 2 2 5 1 2 4 20 4 6 7 1 7 3 8 9 6 2 8 1 3 1 3 2 21 4 3 7 2 7 1 21 4 0 0 4 2 1 06 : 4 5 P M 20 8 5 1 2 5 1 1 7 13 4 2 4 0 5 9 8 8 7 2 9 1 1 1 2 4 28 4 6 7 3 8 1 19 3 8 1 4 0 0 To t a l 74 41 5 84 2 3 57 3 86 19 5 40 1 5 32 1 38 39 0 13 2 5 0 56 0 10 4 19 5 32 1 0 33 1 98 17 8 5 18 8 3 Gr a n d T o t a l 48 1 2 5 2 1 5 6 4 1 3 8 3 5 6 6 56 1 1 0 3 8 4 0 2 1 5 5 2 0 0 1 33 3 2 9 3 3 8 5 3 2 6 5 4 1 1 9 61 2 1 2 3 8 2 4 5 3 6 2 0 9 5 59 4 1 1 7 8 1 1 2 3 7 5 Ap p r c h % 13 . 5 7 0 . 7 1 5 . 8 28 5 1 . 9 2 0 . 1 8. 1 7 1 . 2 2 0 . 7 29 . 2 5 9 . 1 1 1 . 7 To t a l % 4. 1 2 1 . 4 4 . 8 3 0 . 3 4. 8 8 . 8 3 . 4 1 7 2. 8 2 4 . 9 7 . 2 3 5 5. 2 1 0 . 5 2 . 1 1 7 . 8 4. 8 9 5 . 2 Pa s s e n g e r V e h i c l e s 47 3 24 5 1 50 1 35 5 2 54 8 10 2 1 39 5 21 1 8 32 6 28 4 1 84 0 42 6 5 59 4 12 2 3 24 1 20 9 4 0 0 12 0 2 9 % P a s s e n g e r V e h i c l e s 98 . 3 9 7 . 2 8 8 . 8 9 2 9 5 . 9 97 . 7 9 8 . 4 9 8 . 3 9 9 . 4 9 8 . 2 97 . 9 9 6 . 9 9 8 . 5 9 7 . 4 9 7 . 3 97 . 1 9 8 . 8 9 8 . 4 1 0 0 9 8 . 3 0 0 9 7 . 2 La r g e 2 A x l e V e h i c l e s 8 59 27 10 1 13 16 7 37 7 79 11 10 3 11 14 4 29 0 0 27 0 % L a r g e 2 A x l e V e h i c l e s 1. 7 2 . 3 4 . 8 5 . 1 2 . 7 2. 3 1 . 5 1 . 7 0 . 6 1 . 7 2. 1 2 . 7 1 . 3 2 . 3 2 . 3 1. 8 1 . 1 1 . 6 0 1 . 4 0 0 2 . 2 3 A x l e V e h i c l e s 0 7 34 44 0 1 0 1 0 8 2 11 4 0 0 4 0 0 60 % 3 A x l e V e h i c l e s 0 0 . 3 6 2 . 2 1 . 2 0 0 . 1 0 0 0 0 0 . 3 0 . 2 0 . 4 0 . 3 0. 7 0 0 0 0 . 2 0 0 0 . 5 4+ A x l e T r u c k s 0 4 2 7 0 0 0 0 0 5 0 5 3 1 0 4 0 0 16 % 4 + A x l e T r u c k s 0 0 . 2 0 . 4 0 . 7 0 . 2 0 0 0 0 0 0 0 . 2 0 0 0 . 1 0. 5 0 . 1 0 0 0 . 2 0 0 0 . 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-433 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 36 1 9 0 3 3 2 5 9 57 7 4 29 16 0 28 28 4 8 2 3 9 4 42 88 17 1 4 7 96 0 03 : 1 5 P M 29 1 8 6 45 26 0 43 7 4 3 2 1 4 9 21 2 2 0 6 2 3 0 3 36 7 8 1 8 1 3 2 84 4 03 : 3 0 P M 13 1 9 3 4 1 2 4 7 35 7 0 37 14 2 40 26 6 6 5 3 7 1 52 80 28 1 6 0 92 0 03 : 4 5 P M 45 2 0 9 32 28 6 41 6 9 3 7 1 4 7 27 2 2 5 4 7 2 9 9 41 7 6 2 6 1 4 3 87 5 To t a l V o l u m e 12 3 77 8 15 1 10 5 2 17 6 28 7 13 5 59 8 11 6 99 5 25 6 13 6 7 17 1 32 2 89 58 2 35 9 9 % A p p . T o t a l 11 . 7 74 14 . 4 29 . 4 48 22 . 6 8. 5 72 . 8 18 . 7 29 . 4 55 . 3 15 . 3 PH F .6 8 3 .9 3 1 .8 3 9 .9 2 0 .7 7 2 .9 7 0 .9 1 2 .9 3 4 .7 2 5 .8 7 6 .7 8 0 .8 6 7 .8 2 2 .9 1 5 .7 9 5 .9 0 9 .9 3 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-434 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 15 1 Th r u 77 8 Le f t 12 3 In Ou t To t a l 13 0 1 10 5 2 23 5 3 Right 135 Thru 287 Left 176 Out TotalIn 701 598 1299 Le f t 11 6 Th r u 99 5 Ri g h t 25 6 Ou t To t a l In 10 4 3 13 6 7 24 1 0 Left 171 Thru 322 Right 89 Total OutIn 554 582 1136 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-435 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 04 : 3 0 P M 03 : 0 0 P M 04 : 3 0 P M +0 m i n s . 36 1 9 0 3 3 2 5 9 41 79 27 1 4 7 28 28 4 8 2 3 9 4 39 9 8 1 4 15 1 +1 5 m i n s . 29 1 8 6 45 26 0 37 7 2 2 8 1 3 7 21 2 2 0 6 2 3 0 3 48 9 2 24 16 4 +3 0 m i n s . 13 1 9 3 4 1 2 4 7 51 79 49 1 7 9 40 26 6 6 5 3 7 1 57 1 1 4 15 18 6 +4 5 m i n s . 45 2 0 9 32 28 6 42 6 8 3 1 1 4 1 27 2 2 5 4 7 2 9 9 49 8 1 1 4 14 4 To t a l V o l u m e 12 3 77 8 15 1 10 5 2 17 1 29 8 13 5 60 4 11 6 99 5 25 6 13 6 7 19 3 38 5 67 64 5 % A p p . T o t a l 11 . 7 74 14 . 4 28 . 3 49 . 3 22 . 4 8. 5 72 . 8 18 . 7 29 . 9 59 . 7 10 . 4 PH F .6 8 3 .9 3 1 .8 3 9 .9 2 0 .8 3 8 .9 4 3 .6 8 9 .8 4 4 .7 2 5 .8 7 6 .7 8 0 .8 6 7 .8 4 6 .8 4 4 .6 9 8 .8 6 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-436 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 35 1 7 8 2 7 7 2 4 0 55 7 1 2 8 5 1 5 4 27 2 7 7 8 1 1 9 3 8 5 40 8 8 1 7 3 1 4 5 34 9 2 4 9 5 8 03 : 1 5 P M 28 1 7 5 4 0 1 2 2 4 3 42 7 3 3 2 1 7 1 4 7 21 2 1 3 6 2 1 9 2 9 6 33 7 4 1 8 1 1 2 5 49 8 1 1 8 6 0 03 : 3 0 P M 13 1 8 2 3 9 9 2 3 4 34 7 0 3 6 1 0 1 4 0 39 2 5 1 6 3 1 5 3 5 3 50 7 9 2 7 5 1 5 6 39 8 8 3 9 2 2 03 : 4 5 P M 44 2 0 6 2 9 6 2 7 9 41 6 9 3 6 1 8 1 4 6 26 2 1 1 4 6 1 6 2 8 3 39 7 3 2 6 2 1 3 8 42 8 4 6 8 8 8 To t a l 12 0 74 1 13 5 3 4 99 6 17 2 28 3 13 2 5 0 58 7 11 3 95 2 25 2 6 9 13 1 7 16 2 31 4 88 1 1 56 4 16 4 34 6 4 36 2 8 04 : 0 0 P M 45 1 6 3 3 4 7 2 4 2 32 7 5 3 5 7 1 4 2 24 2 2 7 6 8 1 7 3 1 9 41 1 1 0 1 8 2 1 6 9 33 8 7 2 9 0 5 04 : 1 5 P M 38 1 7 2 4 5 9 2 5 5 36 5 9 2 8 1 7 1 2 3 22 1 8 1 6 8 2 0 2 7 1 38 7 4 1 2 2 1 2 4 48 7 7 3 8 2 1 04 : 3 0 P M 39 1 6 2 4 0 1 5 2 4 1 40 7 6 2 6 1 0 1 4 2 20 1 9 4 5 8 1 6 2 7 2 37 9 8 1 4 2 1 4 9 43 8 0 4 8 4 7 04 : 4 5 P M 20 1 6 0 3 4 8 2 1 4 35 6 9 2 7 9 1 3 1 24 1 9 7 5 5 1 5 2 7 6 48 9 2 2 4 3 1 6 4 35 7 8 5 8 2 0 To t a l 14 2 65 7 15 3 3 9 95 2 14 3 27 9 11 6 4 3 53 8 90 79 9 24 9 6 8 11 3 8 16 4 37 4 68 9 60 6 15 9 32 3 4 33 9 3 05 : 0 0 P M 49 1 6 1 3 9 1 1 2 4 9 50 7 7 4 9 2 3 1 7 6 22 2 0 6 6 3 2 1 2 9 1 57 1 1 2 1 5 2 1 8 4 57 9 0 0 9 5 7 05 : 1 5 P M 34 1 9 3 2 1 9 2 4 8 42 6 6 3 1 1 3 1 3 9 30 2 2 2 5 5 1 7 3 0 7 48 8 1 1 4 2 1 4 3 41 8 3 7 8 7 8 05 : 3 0 P M 28 1 3 1 3 5 7 1 9 4 28 5 7 1 0 3 9 5 20 1 3 0 5 3 2 0 2 0 3 27 7 5 1 5 0 1 1 7 30 6 0 9 6 3 9 05 : 4 5 P M 26 1 5 6 4 1 5 2 2 3 28 6 4 1 7 7 1 0 9 13 1 4 7 3 7 1 4 1 9 7 34 7 2 1 0 2 1 1 6 28 6 4 5 6 7 3 To t a l 13 7 64 1 13 6 3 2 91 4 14 8 26 4 10 7 4 6 51 9 85 70 5 20 8 7 2 99 8 16 6 34 0 54 6 56 0 15 6 29 9 1 31 4 7 06 : 0 0 P M 18 1 2 4 2 0 6 1 6 2 30 5 6 1 5 4 1 0 1 11 1 1 4 3 9 1 4 1 6 4 34 6 7 8 4 1 0 9 28 5 3 6 5 6 4 06 : 1 5 P M 22 1 1 8 2 5 6 1 6 5 23 5 1 1 4 1 0 8 8 11 9 0 3 5 1 1 1 3 6 20 3 9 9 1 6 8 28 4 5 7 4 8 5 06 : 3 0 P M 14 8 7 2 0 5 1 2 1 20 4 6 7 1 7 3 8 9 5 2 8 1 3 1 3 1 20 4 3 7 2 7 0 21 3 9 5 4 1 6 06 : 4 5 P M 20 8 3 1 2 5 1 1 5 12 4 2 4 0 5 8 8 8 6 2 9 1 1 1 2 3 28 4 6 7 3 8 1 19 3 7 7 3 9 6 To t a l 74 41 2 77 2 2 56 3 85 19 5 40 1 5 32 0 38 38 5 13 1 4 9 55 4 10 2 19 5 31 1 0 32 8 96 17 6 5 18 6 1 Gr a n d T o t a l 47 3 2 4 5 1 5 0 1 1 2 7 3 4 2 5 54 8 1 0 2 1 3 9 5 1 5 4 1 9 6 4 32 6 2 8 4 1 8 4 0 2 5 8 4 0 0 7 59 4 1 2 2 3 2 4 1 3 6 2 0 5 8 57 5 1 1 4 5 4 1 2 0 2 9 Ap p r c h % 13 . 8 7 1 . 6 1 4 . 6 27 . 9 5 2 2 0 . 1 8. 1 7 0 . 9 2 1 28 . 9 5 9 . 4 1 1 . 7 To t a l % 4. 1 2 1 . 4 4 . 4 2 9 . 9 4. 8 8 . 9 3 . 4 1 7 . 1 2. 8 2 4 . 8 7 . 3 3 5 5. 2 1 0 . 7 2 . 1 1 8 4. 8 9 5 . 2 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 35 1 7 8 2 7 2 4 0 55 71 2 8 15 4 27 27 7 8 1 3 8 5 40 88 17 1 4 5 92 4 03 : 1 5 P M 28 1 7 5 40 24 3 42 73 32 1 4 7 21 2 1 3 6 2 2 9 6 33 7 4 1 8 1 2 5 81 1 03 : 3 0 P M 13 1 8 2 3 9 2 3 4 34 7 0 36 14 0 39 25 1 6 3 3 5 3 50 79 27 1 5 6 88 3 03 : 4 5 P M 44 2 0 6 29 27 9 41 6 9 3 6 1 4 6 26 2 1 1 4 6 2 8 3 39 7 3 2 6 1 3 8 84 6 To t a l V o l u m e 12 0 74 1 13 5 99 6 17 2 28 3 13 2 58 7 11 3 95 2 25 2 13 1 7 16 2 31 4 88 56 4 34 6 4 % A p p . T o t a l 12 74 . 4 13 . 6 29 . 3 48 . 2 22 . 5 8. 6 72 . 3 19 . 1 28 . 7 55 . 7 15 . 6 PH F .6 8 2 .8 9 9 .8 4 4 .8 9 2 .7 8 2 .9 6 9 .9 1 7 .9 5 3 .7 2 4 .8 5 9 .7 7 8 .8 5 5 .8 1 0 .8 9 2 .8 1 5 .9 0 4 .9 3 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-437 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 13 5 Th r u 74 1 Le f t 12 0 In Ou t To t a l 12 4 6 99 6 22 4 2 Right 132 Thru 283 Left 172 Out TotalIn 686 587 1273 Le f t 11 3 Th r u 95 2 Ri g h t 25 2 Ou t To t a l In 10 0 1 13 1 7 23 1 8 Left 162 Thru 314 Right 88 Total OutIn 531 564 1095 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-438 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 35 1 7 8 2 7 2 4 0 55 71 2 8 15 4 27 27 7 8 1 3 8 5 40 88 17 14 5 +1 5 m i n s . 28 1 7 5 40 24 3 42 73 32 1 4 7 21 2 1 3 6 2 2 9 6 33 7 4 1 8 12 5 +3 0 m i n s . 13 1 8 2 3 9 2 3 4 34 7 0 36 14 0 39 25 1 6 3 3 5 3 50 79 27 15 6 +4 5 m i n s . 44 2 0 6 29 27 9 41 6 9 3 6 1 4 6 26 2 1 1 4 6 2 8 3 39 7 3 2 6 13 8 To t a l V o l u m e 12 0 74 1 13 5 99 6 17 2 28 3 13 2 58 7 11 3 95 2 25 2 13 1 7 16 2 31 4 88 56 4 % A p p . T o t a l 12 74 . 4 13 . 6 29 . 3 48 . 2 22 . 5 8. 6 72 . 3 19 . 1 28 . 7 55 . 7 15 . 6 PH F .6 8 2 .8 9 9 .8 4 4 .8 9 2 .7 8 2 .9 6 9 .9 1 7 .9 5 3 .7 2 4 .8 5 9 .7 7 8 .8 5 5 .8 1 0 .8 9 2 .8 1 5 .9 0 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-439 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 1 1 0 3 1 1 4 2 3 1 0 6 1 7 0 0 8 1 0 0 0 1 1 2 9 3 0 03 : 1 5 P M 1 9 5 2 1 5 1 1 0 0 2 0 5 0 0 5 3 3 0 0 6 2 2 8 3 0 03 : 3 0 P M 0 8 1 1 9 1 0 1 0 2 1 1 3 2 1 1 6 0 1 1 0 2 2 2 9 3 1 03 : 4 5 P M 1 3 3 1 7 0 0 1 0 1 1 1 0 1 0 1 2 2 3 0 0 5 1 2 5 2 6 To t a l 3 30 12 5 45 4 4 3 0 11 3 35 3 1 41 6 7 1 0 14 6 11 1 11 7 04 : 0 0 P M 1 3 3 2 7 1 0 1 0 2 0 1 1 1 1 1 2 2 1 1 0 4 3 2 5 2 8 04 : 1 5 P M 2 2 1 0 5 1 3 1 0 5 1 6 1 0 8 1 3 0 0 4 0 2 2 2 2 04 : 3 0 P M 0 5 1 0 6 1 3 1 0 5 0 5 1 1 6 0 0 0 0 0 1 1 7 1 8 04 : 4 5 P M 0 2 2 0 4 2 3 1 1 6 0 7 0 0 7 0 0 0 0 0 1 1 7 1 8 To t a l 3 12 7 2 22 5 9 4 1 18 1 29 3 2 33 3 4 1 0 8 5 81 86 05 : 0 0 P M 2 5 1 0 8 1 2 0 0 3 1 5 2 1 8 0 2 0 0 2 1 2 1 2 2 05 : 1 5 P M 0 1 1 0 2 0 1 0 0 1 1 2 1 0 4 1 0 0 0 1 0 8 8 05 : 3 0 P M 0 4 3 0 7 2 0 0 0 2 1 2 1 1 4 0 0 0 0 0 1 1 3 1 4 05 : 4 5 P M 0 5 2 0 7 0 0 0 0 0 0 1 0 0 1 0 1 1 0 2 0 1 0 1 0 To t a l 2 15 7 0 24 3 3 0 0 6 3 10 4 2 17 1 3 1 0 5 2 52 54 06 : 0 0 P M 0 0 1 0 1 0 0 0 0 0 0 1 1 1 2 1 0 0 0 1 1 4 5 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 3 3 06 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 06 : 4 5 P M 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 3 3 To t a l 0 2 1 0 3 1 0 0 0 1 0 5 1 1 6 1 0 1 0 2 1 12 13 Gr a n d T o t a l 8 5 9 2 7 7 9 4 13 1 6 7 1 3 6 7 7 9 1 1 6 9 7 11 1 4 4 0 2 9 14 2 5 6 2 7 0 Ap p r c h % 8. 5 6 2 . 8 2 8 . 7 36 . 1 4 4 . 4 1 9 . 4 7. 2 8 1 . 4 1 1 . 3 37 . 9 4 8 . 3 1 3 . 8 To t a l % 3. 1 2 3 1 0 . 5 3 6 . 7 5. 1 6 . 2 2 . 7 1 4 . 1 2. 7 3 0 . 9 4 . 3 3 7 . 9 4. 3 5 . 5 1 . 6 1 1 . 3 5. 2 9 4 . 8 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 1 1 0 3 1 4 2 3 1 6 1 7 0 8 1 0 0 1 29 03 : 1 5 P M 1 9 5 15 1 1 0 2 0 5 0 5 3 3 0 6 28 03 : 3 0 P M 0 8 1 9 1 0 1 2 1 13 2 16 0 1 1 2 29 03 : 4 5 P M 1 3 3 7 0 0 1 1 1 1 0 1 1 2 2 3 0 5 25 To t a l V o l u m e 3 30 12 45 4 4 3 11 3 35 3 41 6 7 1 14 11 1 % A p p . T o t a l 6. 7 66 . 7 26 . 7 36 . 4 36 . 4 27 . 3 7. 3 85 . 4 7. 3 42 . 9 50 7. 1 PH F .7 5 0 .7 5 0 .6 0 0 .7 5 0 .5 0 0 .3 3 3 .7 5 0 .4 5 8 .7 5 0 .6 7 3 .3 7 5 .6 4 1 .5 0 0 .5 8 3 .2 5 0 .5 8 3 .9 5 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-440 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 12 Th r u 30 Le f t 3 In Ou t To t a l 44 45 89 Right 3 Thru 4 Left 4 Out TotalIn 13 11 24 Le f t 3 Th r u 35 Ri g h t 3 Ou t To t a l In 35 41 76 Left 6 Thru 7 Right 1 Total OutIn 19 14 33 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-441 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 1 1 0 3 1 4 2 3 1 6 1 7 0 8 1 0 0 1 +1 5 m i n s . 1 9 5 1 5 1 1 0 2 0 5 0 5 3 3 0 6 +3 0 m i n s . 0 8 1 9 1 0 1 2 1 13 2 1 6 0 1 1 2 +4 5 m i n s . 1 3 3 7 0 0 1 1 1 1 0 1 1 2 2 3 0 5 To t a l V o l u m e 3 30 12 45 4 4 3 11 3 35 3 41 6 7 1 14 % A p p . T o t a l 6. 7 66 . 7 26 . 7 36 . 4 36 . 4 27 . 3 7. 3 85 . 4 7. 3 42 . 9 50 7. 1 PH F .7 5 0 .7 5 0 .6 0 0 .7 5 0 .5 0 0 .3 3 3 .7 5 0 .4 5 8 .7 5 0 .6 7 3 .3 7 5 .6 4 1 .5 0 0 .5 8 3 .2 5 0 .5 8 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-442 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 2 1 0 3 0 0 0 0 0 0 0 1 1 1 1 0 0 0 1 1 5 6 03 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 03 : 3 0 P M 0 2 1 1 3 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 1 5 6 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 4 4 To t a l 0 5 2 1 7 0 0 0 0 0 0 6 1 1 7 2 0 0 0 2 2 16 18 04 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 04 : 1 5 P M 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 04 : 3 0 P M 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 4 4 04 : 4 5 P M 0 0 7 0 7 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 8 8 To t a l 0 2 12 0 14 0 0 0 0 0 0 2 1 0 3 2 0 0 0 2 0 19 19 05 : 0 0 P M 0 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 05 : 1 5 P M 0 0 6 0 6 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 7 7 05 : 3 0 P M 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 05 : 4 5 P M 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 To t a l 0 0 14 1 14 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 15 16 06 : 0 0 P M 0 0 3 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 4 06 : 1 5 P M 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 3 0 P M 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 6 1 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6 7 Gr a n d T o t a l 0 7 3 4 3 4 1 0 1 0 0 1 0 8 2 1 1 0 4 0 0 0 4 4 5 6 6 0 Ap p r c h % 0 1 7 . 1 8 2 . 9 0 1 0 0 0 0 8 0 2 0 10 0 0 0 To t a l % 0 1 2 . 5 6 0 . 7 7 3 . 2 0 1 . 8 0 1 . 8 0 1 4 . 3 3 . 6 1 7 . 9 7. 1 0 0 7 . 1 6. 7 9 3 . 3 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 2 1 3 0 0 0 0 0 0 1 1 1 0 0 1 5 03 : 1 5 P M 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 03 : 3 0 P M 0 2 1 3 0 0 0 0 0 1 0 1 1 0 0 1 5 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 4 To t a l V o l u m e 0 5 2 7 0 0 0 0 0 6 1 7 2 0 0 2 16 % A p p . T o t a l 0 71 . 4 28 . 6 0 0 0 0 85 . 7 14 . 3 10 0 0 0 PH F .0 0 0 .6 2 5 .5 0 0 .5 8 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .3 7 5 .2 5 0 .4 3 8 .5 0 0 .0 0 0 .0 0 0 .5 0 0 .8 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-443 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 2 Th r u 5 Le f t 0 In Ou t To t a l 8 7 15 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 6 Ri g h t 1 Ou t To t a l In 5 7 12 Left 2 Thru 0 Right 0 Total OutIn 2 2 4 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-444 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 2 1 3 0 0 0 0 0 0 1 1 1 0 0 1 +1 5 m i n s . 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 +3 0 m i n s . 0 2 1 3 0 0 0 0 0 1 0 1 1 0 0 1 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 To t a l V o l u m e 0 5 2 7 0 0 0 0 0 6 1 7 2 0 0 2 % A p p . T o t a l 0 71 . 4 28 . 6 0 0 0 0 85 . 7 14 . 3 10 0 0 0 PH F .0 0 0 .6 2 5 .5 0 0 .5 8 3 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .3 7 5 .2 5 0 .4 3 8 .5 0 0 .0 0 0 .0 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-445 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 2 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 3 03 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 3 3 03 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 3 3 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 2 2 1 4 0 0 0 0 0 0 2 0 0 2 1 1 0 0 2 1 8 9 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 04 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 3 3 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 06 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 2 Gr a n d T o t a l 0 4 2 1 6 0 0 0 0 0 0 5 0 0 5 3 1 0 0 4 1 1 5 1 6 Ap p r c h % 0 6 6 . 7 3 3 . 3 0 0 0 0 1 0 0 0 75 2 5 0 To t a l % 0 2 6 . 7 1 3 . 3 4 0 0 0 0 0 0 3 3 . 3 0 3 3 . 3 20 6 . 7 0 2 6 . 7 6. 2 9 3 . 8 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03 : 1 5 P M 0 1 0 1 0 0 0 0 0 1 0 1 0 1 0 1 3 03 : 3 0 P M 0 1 0 1 0 0 0 0 0 1 0 1 1 0 0 1 3 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 2 2 4 0 0 0 0 0 2 0 2 1 1 0 2 8 % A p p . T o t a l 0 50 50 0 0 0 0 10 0 0 50 50 0 PH F .0 0 0 .5 0 0 .2 5 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .2 5 0 .2 5 0 .0 0 0 .5 0 0 .6 6 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-446 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 2 Th r u 2 Le f t 0 In Ou t To t a l 3 4 7 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 2 Ri g h t 0 Ou t To t a l In 2 2 4 Left 1 Thru 1 Right 0 Total OutIn 2 2 4 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-447 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 1 0 1 0 0 0 0 0 1 0 1 0 1 0 1 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 1 0 1 1 0 0 1 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 2 2 4 0 0 0 0 0 2 0 2 1 1 0 2 % A p p . T o t a l 0 50 50 0 0 0 0 10 0 0 50 50 0 PH F .0 0 0 .5 0 0 .2 5 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .2 5 0 .2 5 0 .0 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-448 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 48 2 3 3 5 0 1 7 3 3 1 58 8 0 3 8 9 1 7 6 46 2 8 2 8 2 2 6 4 1 0 45 8 2 2 7 2 1 5 4 54 1 0 7 1 1 1 2 5 03 : 1 5 P M 28 1 9 5 3 9 1 5 2 6 2 45 7 0 2 8 8 1 4 3 37 2 3 2 7 1 2 6 3 4 0 44 1 0 8 3 4 1 1 8 6 50 9 3 1 9 8 1 03 : 3 0 P M 35 1 8 3 5 4 1 9 2 7 2 45 9 6 4 2 6 1 8 3 38 2 0 4 7 5 1 5 3 1 7 73 1 3 9 4 6 8 2 5 8 48 1 0 3 0 1 0 7 8 03 : 4 5 P M 37 1 9 2 4 4 1 2 2 7 3 41 8 7 3 8 1 3 1 6 6 17 2 1 5 4 8 1 1 2 8 0 54 8 6 2 1 3 1 6 1 39 8 8 0 9 1 9 To t a l 14 8 80 3 18 7 6 3 11 3 8 18 9 33 3 14 6 3 6 66 8 13 8 93 3 27 6 7 8 13 4 7 21 6 41 5 12 8 1 4 75 9 19 1 39 1 2 41 0 3 04 : 0 0 P M 33 1 7 0 3 5 1 9 2 3 8 46 8 7 3 0 5 1 6 3 23 2 0 7 5 8 1 5 2 8 8 40 1 0 3 2 1 4 1 6 4 43 8 5 3 8 9 6 04 : 1 5 P M 51 1 8 9 5 5 1 8 2 9 5 35 5 3 1 7 9 1 0 5 27 1 9 9 4 9 1 7 2 7 5 36 7 6 1 8 7 1 3 0 51 8 0 5 8 5 6 04 : 3 0 P M 29 1 8 9 6 8 1 5 2 8 6 38 6 1 2 8 1 4 1 2 7 21 1 9 0 4 9 1 3 2 6 0 45 8 0 1 0 0 1 3 5 42 8 0 8 8 5 0 04 : 4 5 P M 31 1 6 7 4 9 1 0 2 4 7 45 6 8 2 8 1 3 1 4 1 34 1 9 7 4 4 1 5 2 7 5 60 9 4 2 1 4 1 7 5 42 8 3 8 8 8 0 To t a l 14 4 71 5 20 7 6 2 10 6 6 16 4 26 9 10 3 4 1 53 6 10 5 79 3 20 0 6 0 10 9 8 18 1 35 3 70 1 5 60 4 17 8 33 0 4 34 8 2 05 : 0 0 P M 41 1 6 4 4 9 2 1 2 5 4 35 6 9 4 0 1 6 1 4 4 26 2 1 2 6 9 2 0 3 0 7 55 9 8 2 2 3 1 7 5 60 8 8 0 9 4 0 05 : 1 5 P M 29 1 8 2 3 5 1 3 2 4 6 40 6 0 2 3 7 1 2 3 16 1 6 8 4 4 1 7 2 2 8 44 9 5 2 0 2 1 5 9 39 7 5 6 7 9 5 05 : 3 0 P M 20 1 5 6 3 1 8 2 0 7 27 6 7 1 3 6 1 0 7 13 1 7 2 4 1 1 4 2 2 6 31 6 7 8 0 1 0 6 28 6 4 6 6 7 4 05 : 4 5 P M 24 1 4 7 3 7 9 2 0 8 38 5 9 1 6 7 1 1 3 12 1 4 0 4 3 2 0 1 9 5 31 6 0 5 1 9 6 37 6 1 2 6 4 9 To t a l 11 4 64 9 15 2 5 1 91 5 14 0 25 5 92 3 6 48 7 67 69 2 19 7 7 1 95 6 16 1 32 0 55 6 53 6 16 4 28 9 4 30 5 8 06 : 0 0 P M 28 1 2 2 2 0 2 1 7 0 25 3 8 1 1 6 7 4 8 1 2 1 3 0 1 2 1 5 9 30 5 8 7 2 9 5 22 4 9 8 5 2 0 06 : 1 5 P M 20 1 3 1 3 7 1 1 1 8 8 12 4 2 1 2 1 0 6 6 4 9 9 2 5 1 6 1 2 8 21 3 8 8 4 6 7 41 4 4 9 4 9 0 06 : 3 0 P M 19 9 5 1 9 7 1 3 3 17 3 5 8 5 6 0 12 9 6 2 3 9 1 3 1 34 4 0 3 2 6 1 0 6 27 4 3 0 4 5 7 06 : 4 5 P M 13 1 0 7 2 2 4 1 4 2 10 3 2 5 1 4 7 8 1 1 3 2 8 7 1 4 9 13 3 8 5 1 5 6 13 3 9 4 4 0 7 To t a l 80 45 5 98 2 4 63 3 64 14 7 36 2 2 24 7 32 42 9 10 6 4 4 56 7 98 17 4 52 1 3 32 4 10 3 17 7 1 18 7 4 Gr a n d T o t a l 48 6 2 6 2 2 6 4 4 2 0 0 3 7 5 2 55 7 1 0 0 4 3 7 7 1 3 5 1 9 3 8 34 2 2 8 4 7 7 7 9 2 5 3 3 9 6 8 65 6 1 2 6 2 3 0 5 4 8 2 2 2 3 63 6 1 1 8 8 1 1 2 5 1 7 Ap p r c h % 13 6 9 . 9 1 7 . 2 28 . 7 5 1 . 8 1 9 . 5 8. 6 7 1 . 7 1 9 . 6 29 . 5 5 6 . 8 1 3 . 7 To t a l % 4. 1 2 2 . 1 5 . 4 3 1 . 6 4. 7 8 . 5 3 . 2 1 6 . 3 2. 9 2 4 6 . 6 3 3 . 4 5. 5 1 0 . 6 2 . 6 1 8 . 7 5. 1 9 4 . 9 Pa s s e n g e r V e h i c l e s 47 5 25 5 6 58 6 38 0 5 54 8 97 5 36 6 20 2 3 33 5 27 7 7 76 0 41 2 1 63 2 12 5 0 30 0 22 2 9 0 0 12 1 7 8 % P a s s e n g e r V e h i c l e s 97 . 7 9 7 . 5 9 1 9 4 9 6 . 3 98 . 4 9 7 . 1 9 7 . 1 9 9 . 3 9 7 . 6 98 9 7 . 5 9 7 . 6 9 8 . 4 9 7 . 6 96 . 3 9 9 9 8 . 4 9 7 . 9 9 8 . 2 0 0 9 7 . 3 La r g e 2 A x l e V e h i c l e s 10 57 26 10 0 8 24 7 40 7 60 16 87 17 12 5 35 0 0 26 2 % L a r g e 2 A x l e V e h i c l e s 2. 1 2 . 2 4 3 . 5 2 . 5 1. 4 2 . 4 1 . 9 0 . 7 1 . 9 2 2 . 1 2 . 1 1 . 6 2 . 1 2. 6 1 1 . 6 2 . 1 1 . 5 0 0 2 . 1 3 A x l e V e h i c l e s 1 2 31 39 1 5 1 7 0 3 1 4 4 0 0 4 0 0 54 % 3 A x l e V e h i c l e s 0. 2 0 . 1 4 . 8 2 . 5 1 0. 2 0 . 5 0 . 3 0 0 . 3 0 0 . 1 0 . 1 0 0 . 1 0. 6 0 0 0 0 . 2 0 0 0 . 4 4+ A x l e T r u c k s 0 7 1 8 0 0 3 3 0 7 2 9 3 0 0 3 0 0 23 % 4 + A x l e T r u c k s 0 0 . 3 0 . 2 0 0 . 2 0 0 0 . 8 0 0 . 1 0 0 . 2 0 . 3 0 0 . 2 0. 5 0 0 0 0 . 1 0 0 0 . 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-449 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 48 2 3 3 50 33 1 58 80 3 8 1 7 6 46 2 8 2 8 2 4 1 0 45 8 2 2 7 1 5 4 10 7 1 03 : 1 5 P M 28 1 9 5 3 9 2 6 2 45 7 0 2 8 1 4 3 37 2 3 2 7 1 3 4 0 44 1 0 8 3 4 1 8 6 93 1 03 : 3 0 P M 35 1 8 3 54 27 2 45 96 4 2 1 8 3 38 2 0 4 7 5 3 1 7 73 1 3 9 4 6 2 5 8 10 3 0 03 : 4 5 P M 37 1 9 2 4 4 2 7 3 41 8 7 3 8 1 6 6 17 2 1 5 4 8 2 8 0 54 8 6 2 1 1 6 1 88 0 To t a l V o l u m e 14 8 80 3 18 7 11 3 8 18 9 33 3 14 6 66 8 13 8 93 3 27 6 13 4 7 21 6 41 5 12 8 75 9 39 1 2 % A p p . T o t a l 13 70 . 6 16 . 4 28 . 3 49 . 9 21 . 9 10 . 2 69 . 3 20 . 5 28 . 5 54 . 7 16 . 9 PH F .7 7 1 .8 6 2 .8 6 6 .8 6 0 .8 1 5 .8 6 7 .8 6 9 .9 1 3 .7 5 0 .8 2 7 .8 4 1 .8 2 1 .7 4 0 .7 4 6 .6 9 6 .7 3 5 .9 1 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-450 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 18 7 Th r u 80 3 Le f t 14 8 In Ou t To t a l 12 9 5 11 3 8 24 3 3 Right 146 Thru 333 Left 189 Out TotalIn 839 668 1507 Le f t 13 8 Th r u 93 3 Ri g h t 27 6 Ou t To t a l In 11 2 0 13 4 7 24 6 7 Left 216 Thru 415 Right 128 Total OutIn 658 759 1417 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-451 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 1 5 P M +0 m i n s . 48 2 3 3 50 33 1 58 80 3 8 1 7 6 46 2 8 2 8 2 4 1 0 44 1 0 8 3 4 18 6 +1 5 m i n s . 28 1 9 5 3 9 2 6 2 45 7 0 2 8 1 4 3 37 2 3 2 7 1 3 4 0 73 1 3 9 4 6 25 8 +3 0 m i n s . 35 1 8 3 54 27 2 45 96 4 2 1 8 3 38 2 0 4 7 5 3 1 7 54 8 6 2 1 16 1 +4 5 m i n s . 37 1 9 2 4 4 2 7 3 41 8 7 3 8 1 6 6 17 2 1 5 4 8 2 8 0 40 1 0 3 2 1 16 4 To t a l V o l u m e 14 8 80 3 18 7 11 3 8 18 9 33 3 14 6 66 8 13 8 93 3 27 6 13 4 7 21 1 43 6 12 2 76 9 % A p p . T o t a l 13 70 . 6 16 . 4 28 . 3 49 . 9 21 . 9 10 . 2 69 . 3 20 . 5 27 . 4 56 . 7 15 . 9 PH F .7 7 1 .8 6 2 .8 6 6 .8 6 0 .8 1 5 .8 6 7 .8 6 9 .9 1 3 .7 5 0 .8 2 7 .8 4 1 .8 2 1 .7 2 3 .7 8 4 .6 6 3 .7 4 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-452 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 46 2 2 2 4 9 1 7 3 1 7 58 7 5 3 8 9 1 7 1 45 2 7 3 8 2 2 6 4 0 0 43 8 0 2 5 1 1 4 8 53 1 0 3 6 1 0 8 9 03 : 1 5 P M 24 1 8 8 3 8 1 5 2 5 0 44 6 9 2 4 8 1 3 7 35 2 2 1 6 6 2 5 3 2 2 40 1 0 6 3 1 1 1 7 7 49 8 8 6 9 3 5 03 : 3 0 P M 33 1 7 4 5 2 1 9 2 5 9 43 9 4 4 1 6 1 7 8 37 1 9 8 6 8 1 4 3 0 3 73 1 3 7 4 6 8 2 5 6 47 9 9 6 1 0 4 3 03 : 4 5 P M 36 1 8 1 4 1 1 1 2 5 8 41 8 5 3 6 1 3 1 6 2 17 2 1 1 4 6 1 0 2 7 4 52 8 5 2 1 3 1 5 8 37 8 5 2 8 8 9 To t a l 13 9 76 5 18 0 6 2 10 8 4 18 6 32 3 13 9 3 6 64 8 13 4 90 3 26 2 7 5 12 9 9 20 8 40 8 12 3 1 3 73 9 18 6 37 7 0 39 5 6 04 : 0 0 P M 32 1 6 3 3 5 1 9 2 3 0 45 8 5 2 9 5 1 5 9 23 2 0 5 5 7 1 5 2 8 5 39 1 0 3 2 1 4 1 6 3 43 8 3 7 8 8 0 04 : 1 5 P M 50 1 8 5 5 4 1 8 2 8 9 35 5 2 1 6 8 1 0 3 26 1 9 2 4 8 1 7 2 6 6 35 7 6 1 8 7 1 2 9 50 7 8 7 8 3 7 04 : 3 0 P M 29 1 8 4 6 2 1 3 2 7 5 38 5 8 2 7 1 4 1 2 3 19 1 8 3 4 9 1 3 2 5 1 42 7 9 1 0 0 1 3 1 40 7 8 0 8 2 0 04 : 4 5 P M 31 1 6 4 3 9 7 2 3 4 44 6 7 2 7 1 3 1 3 8 34 1 9 1 4 4 1 5 2 6 9 58 9 3 2 1 4 1 7 2 39 8 1 3 8 5 2 To t a l 14 2 69 6 19 0 5 7 10 2 8 16 2 26 2 99 4 0 52 3 10 2 77 1 19 8 6 0 10 7 1 17 4 35 1 70 1 5 59 5 17 2 32 1 7 33 8 9 05 : 0 0 P M 41 1 6 4 4 4 1 9 2 4 9 34 6 7 4 0 1 6 1 4 1 26 2 0 9 6 8 2 0 3 0 3 55 9 8 2 2 3 1 7 5 58 8 6 8 9 2 6 05 : 1 5 P M 29 1 8 0 2 9 1 2 2 3 8 40 5 8 2 3 7 1 2 1 16 1 6 4 4 4 1 7 2 2 4 42 9 4 2 0 2 1 5 6 38 7 3 9 7 7 7 05 : 3 0 P M 20 1 5 4 2 1 7 1 9 5 27 6 2 1 3 6 1 0 2 13 1 7 0 4 0 1 3 2 2 3 27 6 6 8 0 1 0 1 26 6 2 1 6 4 7 05 : 4 5 P M 24 1 4 7 3 2 7 2 0 3 37 5 6 1 6 7 1 0 9 12 1 3 9 4 3 2 0 1 9 4 30 6 0 5 1 9 5 35 6 0 1 6 3 6 To t a l 11 4 64 5 12 6 4 5 88 5 13 8 24 3 92 3 6 47 3 67 68 2 19 5 7 0 94 4 15 4 31 8 55 6 52 7 15 7 28 2 9 29 8 6 06 : 0 0 P M 28 1 2 2 1 6 2 1 6 6 24 3 8 1 1 6 7 3 8 1 2 1 2 9 1 2 1 5 8 30 5 8 7 2 9 5 22 4 9 2 5 1 4 06 : 1 5 P M 20 1 2 9 3 4 1 1 1 8 3 12 4 2 1 2 1 0 6 6 4 9 6 2 5 1 6 1 2 5 20 3 8 8 4 6 6 41 4 4 0 4 8 1 06 : 3 0 P M 19 9 3 1 9 7 1 3 1 16 3 5 8 5 5 9 12 9 2 2 3 9 1 2 7 33 4 0 3 2 6 1 0 5 27 4 2 2 4 4 9 06 : 4 5 P M 13 1 0 6 2 1 4 1 4 0 10 3 2 5 1 4 7 8 1 1 2 2 8 7 1 4 8 13 3 7 5 1 5 5 13 3 9 0 4 0 3 To t a l 80 45 0 90 2 4 62 0 62 14 7 36 2 2 24 5 32 42 1 10 5 4 4 55 8 96 17 3 52 1 3 32 1 10 3 17 4 4 18 4 7 Gr a n d T o t a l 47 5 2 5 5 6 5 8 6 1 8 8 3 6 1 7 54 8 9 7 5 3 6 6 1 3 4 1 8 8 9 33 5 2 7 7 7 7 6 0 2 4 9 3 8 7 2 63 2 1 2 5 0 3 0 0 4 7 2 1 8 2 61 8 1 1 5 6 0 1 2 1 7 8 Ap p r c h % 13 . 1 7 0 . 7 1 6 . 2 29 5 1 . 6 1 9 . 4 8. 7 7 1 . 7 1 9 . 6 29 5 7 . 3 1 3 . 7 To t a l % 4. 1 2 2 . 1 5 . 1 3 1 . 3 4. 7 8 . 4 3 . 2 1 6 . 3 2. 9 2 4 6 . 6 3 3 . 5 5. 5 1 0 . 8 2 . 6 1 8 . 9 5. 1 9 4 . 9 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 46 2 2 2 49 31 7 58 75 3 8 1 7 1 45 2 7 3 8 2 4 0 0 43 8 0 2 5 1 4 8 10 3 6 03 : 1 5 P M 24 1 8 8 3 8 2 5 0 44 6 9 2 4 1 3 7 35 2 2 1 6 6 3 2 2 40 1 0 6 3 1 1 7 7 88 6 03 : 3 0 P M 33 1 7 4 52 25 9 43 94 4 1 1 7 8 37 1 9 8 6 8 3 0 3 73 1 3 7 4 6 2 5 6 99 6 03 : 4 5 P M 36 1 8 1 4 1 2 5 8 41 8 5 3 6 1 6 2 17 2 1 1 4 6 2 7 4 52 8 5 2 1 1 5 8 85 2 To t a l V o l u m e 13 9 76 5 18 0 10 8 4 18 6 32 3 13 9 64 8 13 4 90 3 26 2 12 9 9 20 8 40 8 12 3 73 9 37 7 0 % A p p . T o t a l 12 . 8 70 . 6 16 . 6 28 . 7 49 . 8 21 . 5 10 . 3 69 . 5 20 . 2 28 . 1 55 . 2 16 . 6 PH F .7 5 5 .8 6 1 .8 6 5 .8 5 5 .8 0 2 .8 5 9 .8 4 8 .9 1 0 .7 4 4 .8 2 7 .7 9 9 .8 1 2 .7 1 2 .7 4 5 .6 6 8 .7 2 2 .9 1 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-453 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 18 0 Th r u 76 5 Le f t 13 9 In Ou t To t a l 12 5 0 10 8 4 23 3 4 Right 139 Thru 323 Left 186 Out TotalIn 809 648 1457 Le f t 13 4 Th r u 90 3 Ri g h t 26 2 Ou t To t a l In 10 7 4 12 9 9 23 7 3 Left 208 Thru 408 Right 123 Total OutIn 637 739 1376 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-454 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 46 2 2 2 49 31 7 58 75 3 8 1 7 1 45 2 7 3 8 2 4 0 0 43 8 0 2 5 14 8 +1 5 m i n s . 24 1 8 8 3 8 2 5 0 44 6 9 2 4 1 3 7 35 2 2 1 6 6 3 2 2 40 1 0 6 3 1 17 7 +3 0 m i n s . 33 1 7 4 52 25 9 43 94 4 1 1 7 8 37 1 9 8 6 8 3 0 3 73 1 3 7 4 6 25 6 +4 5 m i n s . 36 1 8 1 4 1 2 5 8 41 8 5 3 6 1 6 2 17 2 1 1 4 6 2 7 4 52 8 5 2 1 15 8 To t a l V o l u m e 13 9 76 5 18 0 10 8 4 18 6 32 3 13 9 64 8 13 4 90 3 26 2 12 9 9 20 8 40 8 12 3 73 9 % A p p . T o t a l 12 . 8 70 . 6 16 . 6 28 . 7 49 . 8 21 . 5 10 . 3 69 . 5 20 . 2 28 . 1 55 . 2 16 . 6 PH F .7 5 5 .8 6 1 .8 6 5 .8 5 5 .8 0 2 .8 5 9 .8 4 8 .9 1 0 .7 4 4 .8 2 7 .7 9 9 .8 1 2 .7 1 2 .7 4 5 .6 6 8 .7 2 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-455 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 2 7 0 0 9 0 5 0 0 5 1 8 0 0 9 2 2 2 1 6 1 2 9 3 0 03 : 1 5 P M 3 7 1 0 1 1 1 1 2 0 4 2 9 4 1 1 5 4 2 3 0 9 1 3 9 4 0 03 : 3 0 P M 2 7 2 0 1 1 2 2 1 0 5 1 4 5 1 1 0 0 2 0 0 2 1 2 8 2 9 03 : 4 5 P M 1 1 0 3 1 1 4 0 1 0 0 1 0 3 2 1 5 2 1 0 0 3 2 2 3 2 5 To t a l 8 31 6 1 45 3 9 3 0 15 4 24 11 3 39 8 7 5 1 20 5 11 9 12 4 04 : 0 0 P M 1 7 0 0 8 1 2 1 0 4 0 2 1 0 3 0 0 0 0 0 0 1 5 1 5 04 : 1 5 P M 1 4 1 0 6 0 1 1 1 2 1 4 1 0 6 1 0 0 0 1 1 1 5 1 6 04 : 3 0 P M 0 5 1 0 6 0 2 1 0 3 2 7 0 0 9 2 1 0 0 3 0 2 1 2 1 04 : 4 5 P M 0 2 4 2 6 1 0 1 0 2 0 6 0 0 6 1 1 0 0 2 2 1 6 1 8 To t a l 2 18 6 2 26 2 5 4 1 11 3 19 2 0 24 4 2 0 0 6 3 67 70 05 : 0 0 P M 0 0 3 2 3 1 2 0 0 3 0 3 1 0 4 0 0 0 0 0 2 1 0 1 2 05 : 1 5 P M 0 2 2 0 4 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 0 8 8 05 : 3 0 P M 0 1 1 0 2 0 5 0 0 5 0 2 1 1 3 3 1 0 0 4 1 1 4 1 5 05 : 4 5 P M 0 0 2 2 2 0 3 0 0 3 0 1 0 0 1 1 0 0 0 1 2 7 9 To t a l 0 3 8 4 11 1 10 0 0 11 0 9 2 1 11 4 2 0 0 6 5 39 44 06 : 0 0 P M 0 0 3 0 3 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 5 5 06 : 1 5 P M 0 2 2 0 4 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 7 7 06 : 3 0 P M 0 2 0 0 2 1 0 0 0 1 0 4 0 0 4 1 0 0 0 1 0 8 8 06 : 4 5 P M 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 4 4 To t a l 0 5 6 0 11 2 0 0 0 2 0 8 1 0 9 1 1 0 0 2 0 24 24 Gr a n d T o t a l 10 5 7 2 6 7 9 3 8 2 4 7 1 3 9 7 6 0 1 6 4 8 3 17 1 2 5 1 3 4 13 2 4 9 2 6 2 Ap p r c h % 10 . 8 6 1 . 3 2 8 20 . 5 6 1 . 5 1 7 . 9 8. 4 7 2 . 3 1 9 . 3 50 3 5 . 3 1 4 . 7 To t a l % 4 2 2 . 9 1 0 . 4 3 7 . 3 3. 2 9 . 6 2 . 8 1 5 . 7 2. 8 2 4 . 1 6 . 4 3 3 . 3 6. 8 4 . 8 2 1 3 . 7 5 9 5 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 2 7 0 9 0 5 0 5 1 8 0 9 2 2 2 6 29 03 : 1 5 P M 3 7 1 1 1 1 1 2 4 2 9 4 15 4 2 3 9 39 03 : 3 0 P M 2 7 2 1 1 2 2 1 5 1 4 5 10 0 2 0 2 28 03 : 4 5 P M 1 10 3 14 0 1 0 1 0 3 2 5 2 1 0 3 23 To t a l V o l u m e 8 31 6 45 3 9 3 15 4 24 11 39 8 7 5 20 11 9 % A p p . T o t a l 17 . 8 68 . 9 13 . 3 20 60 20 10 . 3 61 . 5 28 . 2 40 35 25 PH F .6 6 7 .7 7 5 .5 0 0 .8 0 4 .3 7 5 .4 5 0 .3 7 5 .7 5 0 .5 0 0 .6 6 7 .5 5 0 .6 5 0 .5 0 0 .8 7 5 .4 1 7 .5 5 6 .7 6 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-456 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 6 Th r u 31 Le f t 8 In Ou t To t a l 35 45 80 Right 3 Thru 9 Left 3 Out TotalIn 26 15 41 Le f t 4 Th r u 24 Ri g h t 11 Ou t To t a l In 39 39 78 Left 8 Thru 7 Right 5 Total OutIn 19 20 39 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-457 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 2 7 0 9 0 5 0 5 1 8 0 9 2 2 2 6 +1 5 m i n s . 3 7 1 1 1 1 1 2 4 2 9 4 15 4 2 3 9 +3 0 m i n s . 2 7 2 1 1 2 2 1 5 1 4 5 10 0 2 0 2 +4 5 m i n s . 1 10 3 1 4 0 1 0 1 0 3 2 5 2 1 0 3 To t a l V o l u m e 8 31 6 45 3 9 3 15 4 24 11 39 8 7 5 20 % A p p . T o t a l 17 . 8 68 . 9 13 . 3 20 60 20 10 . 3 61 . 5 28 . 2 40 35 25 PH F .6 6 7 .7 7 5 .5 0 0 .8 0 4 .3 7 5 .4 5 0 .3 7 5 .7 5 0 .5 0 0 .6 6 7 .5 5 0 .6 5 0 .5 0 0 .8 7 5 .4 1 7 .5 5 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-458 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 03 : 1 5 P M 1 0 0 0 1 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 3 3 03 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 2 03 : 4 5 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 1 2 1 0 4 0 1 1 0 2 0 2 1 0 3 0 0 0 0 0 0 9 9 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04 : 3 0 P M 0 0 5 2 5 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 2 7 9 04 : 4 5 P M 0 0 5 1 5 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 1 7 8 To t a l 0 0 10 3 10 0 2 0 0 2 0 1 0 0 1 2 0 0 0 2 3 15 18 05 : 0 0 P M 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 05 : 1 5 P M 0 0 4 1 4 0 2 0 0 2 0 0 0 0 0 1 0 0 0 1 1 7 8 05 : 3 0 P M 0 0 9 1 9 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 1 0 1 1 05 : 4 5 P M 0 0 3 0 3 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4 4 To t a l 0 0 18 2 18 1 2 0 0 3 0 0 0 0 0 2 0 0 0 2 2 23 25 06 : 0 0 P M 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 1 5 P M 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 Gr a n d T o t a l 1 2 3 1 5 3 4 1 5 1 0 7 0 3 1 0 4 4 0 0 0 4 5 4 9 5 4 Ap p r c h % 2. 9 5 . 9 9 1 . 2 14 . 3 7 1 . 4 1 4 . 3 0 7 5 2 5 10 0 0 0 To t a l % 2 4 . 1 6 3 . 3 6 9 . 4 2 1 0 . 2 2 1 4 . 3 0 6 . 1 2 8 . 2 8. 2 0 0 8 . 2 9. 3 9 0 . 7 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 1 1 2 0 0 0 0 0 1 0 1 0 0 0 0 3 03 : 1 5 P M 1 0 0 1 0 0 1 1 0 1 0 1 0 0 0 0 3 03 : 3 0 P M 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2 03 : 4 5 P M 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 To t a l V o l u m e 1 2 1 4 0 1 1 2 0 2 1 3 0 0 0 0 9 % A p p . T o t a l 25 50 25 0 50 50 0 66 . 7 33 . 3 0 0 0 PH F .2 5 0 .5 0 0 .2 5 0 .5 0 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .5 0 0 .2 5 0 .7 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-459 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 1 Th r u 2 Le f t 1 In Ou t To t a l 3 4 7 Right 1 Thru 1 Left 0 Out TotalIn 2 2 4 Le f t 0 Th r u 2 Ri g h t 1 Ou t To t a l In 2 3 5 Left 0 Thru 0 Right 0 Total OutIn 2 0 2 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-460 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 1 1 2 0 0 0 0 0 1 0 1 0 0 0 0 +1 5 m i n s . 1 0 0 1 0 0 1 1 0 1 0 1 0 0 0 0 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 To t a l V o l u m e 1 2 1 4 0 1 1 2 0 2 1 3 0 0 0 0 % A p p . T o t a l 25 50 25 0 50 50 0 66 . 7 33 . 3 0 0 0 PH F .2 5 0 .5 0 0 .2 5 0 .5 0 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .5 0 0 .2 5 0 .7 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-461 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 03 : 1 5 P M 0 0 0 0 0 0 0 1 0 1 0 1 1 0 2 0 0 0 0 0 0 3 3 03 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 4 4 03 : 4 5 P M 0 1 0 0 1 0 0 2 0 2 0 1 0 0 1 0 0 0 0 0 0 4 4 To t a l 0 5 0 0 5 0 0 3 0 3 0 4 2 0 6 0 0 0 0 0 0 14 14 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 To t a l 0 1 1 0 2 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 5 5 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 2 2 05 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 3 3 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 Gr a n d T o t a l 0 7 1 0 8 0 0 3 0 3 0 7 2 0 9 3 0 0 0 3 0 2 3 2 3 Ap p r c h % 0 8 7 . 5 1 2 . 5 0 0 1 0 0 0 7 7 . 8 2 2 . 2 10 0 0 0 To t a l % 0 3 0 . 4 4 . 3 3 4 . 8 0 0 1 3 1 3 0 3 0 . 4 8 . 7 3 9 . 1 13 0 0 1 3 0 1 0 0 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03 : 1 5 P M 0 0 0 0 0 0 1 1 0 1 1 2 0 0 0 0 3 03 : 3 0 P M 0 1 0 1 0 0 0 0 0 2 1 3 0 0 0 0 4 03 : 4 5 P M 0 1 0 1 0 0 2 2 0 1 0 1 0 0 0 0 4 To t a l V o l u m e 0 5 0 5 0 0 3 3 0 4 2 6 0 0 0 0 14 % A p p . T o t a l 0 10 0 0 0 0 10 0 0 66 . 7 33 . 3 0 0 0 PH F .0 0 0 .4 1 7 .0 0 0 .4 1 7 .0 0 0 .0 0 0 .3 7 5 .3 7 5 .0 0 0 .5 0 0 .5 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .8 7 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-462 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 0 Th r u 5 Le f t 0 In Ou t To t a l 7 5 12 Right 3 Thru 0 Left 0 Out TotalIn 2 3 5 Le f t 0 Th r u 4 Ri g h t 2 Ou t To t a l In 5 6 11 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-463 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 1 1 0 1 1 2 0 0 0 0 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 2 1 3 0 0 0 0 +4 5 m i n s . 0 1 0 1 0 0 2 2 0 1 0 1 0 0 0 0 To t a l V o l u m e 0 5 0 5 0 0 3 3 0 4 2 6 0 0 0 0 % A p p . T o t a l 0 10 0 0 0 0 10 0 0 66 . 7 33 . 3 0 0 0 PH F .0 0 0 .4 1 7 .0 0 0 .4 1 7 .0 0 0 .0 0 0 .3 7 5 .3 7 5 .0 0 0 .5 0 0 .5 0 0 .5 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-464 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 10 9 8 4 7 2 0 1 5 5 25 5 8 1 3 6 9 6 19 1 0 5 2 1 7 1 4 5 32 2 6 1 5 4 7 3 37 4 6 9 5 0 6 10 : 1 5 A M 12 1 1 0 3 7 1 8 1 5 9 32 6 4 1 9 1 1 1 1 5 20 9 5 2 9 8 1 4 4 39 4 0 1 7 2 9 6 39 5 1 4 5 5 3 10 : 3 0 A M 10 1 0 0 3 9 1 4 1 4 9 15 6 5 1 7 9 9 7 13 1 2 3 1 7 7 1 5 3 29 4 0 1 5 4 8 4 34 4 8 3 5 1 7 10 : 4 5 A M 20 1 4 0 3 1 1 5 1 9 1 24 6 9 2 0 9 1 1 3 9 9 8 2 3 1 0 1 3 0 28 3 2 1 4 1 0 7 4 44 5 0 8 5 5 2 To t a l 52 44 8 15 4 6 7 65 4 96 25 6 69 3 5 42 1 61 42 1 90 3 2 57 2 12 8 13 8 61 2 0 32 7 15 4 19 7 4 21 2 8 11 : 0 0 A M 9 1 0 8 4 3 1 6 1 6 0 20 6 1 1 8 9 9 9 22 9 8 1 8 5 1 3 8 27 2 5 1 9 9 7 1 39 4 6 8 5 0 7 11 : 1 5 A M 13 1 2 0 4 8 2 3 1 8 1 22 6 0 1 5 9 9 7 24 1 1 4 2 2 1 2 1 6 0 47 3 2 2 7 1 1 1 0 6 55 5 4 4 5 9 9 11 : 3 0 A M 23 1 2 9 5 5 2 2 2 0 7 24 7 7 1 9 4 1 2 0 23 1 1 3 1 8 1 0 1 5 4 29 5 7 2 1 1 1 0 7 37 5 8 8 6 2 5 11 : 4 5 A M 21 1 1 8 4 4 1 5 1 8 3 25 7 3 2 1 9 1 1 9 18 1 0 0 3 1 1 3 1 4 9 40 4 5 2 9 1 1 1 1 4 48 5 6 5 6 1 3 To t a l 66 47 5 19 0 7 6 73 1 91 27 1 73 3 1 43 5 87 42 5 89 4 0 60 1 14 3 15 9 96 3 2 39 8 17 9 21 6 5 23 4 4 12 : 0 0 P M 20 1 3 8 4 2 2 1 2 0 0 14 6 7 1 6 9 9 7 20 1 2 2 2 0 1 1 1 6 2 33 5 2 2 2 7 1 0 7 48 5 6 6 6 1 4 12 : 1 5 P M 20 1 2 0 5 3 2 4 1 9 3 26 7 4 1 6 7 1 1 6 17 1 2 3 3 3 1 2 1 7 3 41 4 8 2 2 1 1 1 1 1 54 5 9 3 6 4 7 12 : 3 0 P M 20 1 5 5 4 6 1 4 2 2 1 21 5 7 2 1 1 2 9 9 14 1 4 3 2 6 1 1 1 8 3 53 5 2 3 9 1 6 1 4 4 53 6 4 7 7 0 0 12 : 4 5 P M 22 1 2 3 4 0 2 2 1 8 5 33 6 2 2 1 1 1 1 1 6 13 1 1 8 2 7 1 2 1 5 8 21 4 1 1 8 8 8 0 53 5 3 9 5 9 2 To t a l 82 53 6 18 1 8 1 79 9 94 26 0 74 3 9 42 8 64 50 6 10 6 4 6 67 6 14 8 19 3 10 1 4 2 44 2 20 8 23 4 5 25 5 3 01 : 0 0 P M 18 1 4 0 3 3 1 5 1 9 1 27 5 7 1 8 1 5 1 0 2 13 1 1 9 3 7 1 9 1 6 9 27 3 8 2 2 1 0 8 7 59 5 4 9 6 0 8 01 : 1 5 P M 16 1 1 5 3 8 2 2 1 6 9 12 6 8 2 8 1 5 1 0 8 19 1 4 5 2 8 1 6 1 9 2 52 5 2 2 1 8 1 2 5 61 5 9 4 6 5 5 01 : 3 0 P M 22 1 4 2 3 8 1 6 2 0 2 18 5 1 1 5 8 8 4 12 1 2 5 3 3 2 0 1 7 0 34 4 8 2 2 5 1 0 4 49 5 6 0 6 0 9 01 : 4 5 P M 11 1 3 0 3 7 2 4 1 7 8 17 4 9 1 4 8 8 0 12 1 1 0 2 6 1 2 1 4 8 37 5 7 1 0 3 1 0 4 47 5 1 0 5 5 7 To t a l 67 52 7 14 6 7 7 74 0 74 22 5 75 4 6 37 4 56 49 9 12 4 6 7 67 9 15 0 19 5 75 2 6 42 0 21 6 22 1 3 24 2 9 Gr a n d T o t a l 26 7 1 9 8 6 6 7 1 3 0 1 2 9 2 4 35 5 1 0 1 2 2 9 1 1 5 1 1 6 5 8 26 8 1 8 5 1 4 0 9 1 8 5 2 5 2 8 56 9 6 8 5 3 3 3 1 2 0 1 5 8 7 75 7 8 6 9 7 9 4 5 4 Ap p r c h % 9. 1 6 7 . 9 2 2 . 9 21 . 4 6 1 1 7 . 6 10 . 6 7 3 . 2 1 6 . 2 35 . 9 4 3 . 2 2 1 To t a l % 3. 1 2 2 . 8 7 . 7 3 3 . 6 4. 1 1 1 . 6 3 . 3 1 9 . 1 3. 1 2 1 . 3 4 . 7 2 9 . 1 6. 5 7 . 9 3 . 8 1 8 . 2 8 9 2 Pa s s e n g e r V e h i c l e s 26 3 19 5 9 64 9 31 6 0 34 9 10 0 5 28 6 17 8 9 26 4 18 0 8 39 9 26 5 3 55 9 67 7 33 3 16 8 9 0 0 92 9 1 % P a s s e n g e r V e h i c l e s 98 . 5 9 8 . 6 9 6 . 7 9 6 9 8 98 . 3 9 9 . 3 9 8 . 3 9 8 . 7 9 8 . 9 98 . 5 9 7 . 7 9 7 . 6 9 8 . 4 9 7 . 8 98 . 2 9 8 . 8 1 0 0 1 0 0 9 8 . 9 0 0 9 8 . 3 La r g e 2 A x l e V e h i c l e s 4 23 5 36 6 6 5 19 4 33 9 49 6 7 0 13 0 0 11 7 % L a r g e 2 A x l e V e h i c l e s 1. 5 1 . 2 0 . 7 1 . 3 1 . 1 1. 7 0 . 6 1 . 7 1 . 3 1 . 1 1. 5 1 . 8 2 . 2 1 . 6 1 . 8 1. 1 1 0 0 0 . 8 0 0 1 . 2 3 A x l e V e h i c l e s 0 3 17 28 0 1 0 1 0 7 0 7 3 0 0 3 0 0 39 % 3 A x l e V e h i c l e s 0 0 . 2 2 . 5 2 . 7 0 . 9 0 0 . 1 0 0 0 . 1 0 0 . 4 0 0 0 . 3 0. 5 0 0 0 0 . 2 0 0 0 . 4 4+ A x l e T r u c k s 0 1 0 1 0 0 0 0 0 3 1 4 1 1 0 2 0 0 7 % 4 + A x l e T r u c k s 0 0 . 1 0 0 0 0 0 0 0 0 0 0 . 2 0 . 2 0 0 . 1 0. 2 0 . 1 0 0 0 . 1 0 0 0 . 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-465 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 4 5 A M 11 : 4 5 A M 21 11 8 4 4 1 8 3 25 7 3 21 1 1 9 18 1 0 0 3 1 1 4 9 40 4 5 2 9 1 1 4 56 5 12 : 0 0 P M 20 1 3 8 4 2 2 0 0 14 6 7 1 6 9 7 20 12 2 2 0 1 6 2 33 52 22 1 0 7 56 6 12 : 1 5 P M 20 1 2 0 53 19 3 26 7 4 16 1 1 6 17 1 2 3 33 17 3 41 4 8 2 2 1 1 1 59 3 12 : 3 0 P M 20 15 5 46 22 1 21 5 7 2 1 9 9 14 14 3 26 18 3 53 52 39 1 4 4 64 7 To t a l V o l u m e 81 53 1 18 5 79 7 86 27 1 74 43 1 69 48 8 11 0 66 7 16 7 19 7 11 2 47 6 23 7 1 % A p p . T o t a l 10 . 2 66 . 6 23 . 2 20 62 . 9 17 . 2 10 . 3 73 . 2 16 . 5 35 . 1 41 . 4 23 . 5 PH F .9 6 4 .8 5 6 .8 7 3 .9 0 2 .8 2 7 .9 1 6 .8 8 1 .9 0 5 .8 6 3 .8 5 3 .8 3 3 .9 1 1 .7 8 8 .9 4 7 .7 1 8 .8 2 6 .9 1 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-466 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 18 5 Th r u 53 1 Le f t 81 In Ou t To t a l 72 9 79 7 15 2 6 Right 74 Thru 271 Left 86 Out TotalIn 388 431 819 Le f t 69 Th r u 48 8 Ri g h t 11 0 Ou t To t a l In 72 9 66 7 13 9 6 Left 167 Thru 197 Right 112 Total OutIn 525 476 1001 Pe a k H o u r B e g i n s a t 1 1 : 4 5 A M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-467 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 0 0 P M 11 : 3 0 A M 12 : 3 0 P M 11 : 4 5 A M +0 m i n s . 20 1 3 8 4 2 2 0 0 24 77 19 12 0 14 1 4 3 2 6 1 8 3 40 4 5 2 9 11 4 +1 5 m i n s . 20 1 2 0 53 19 3 25 7 3 21 11 9 13 1 1 8 2 7 1 5 8 33 52 22 10 7 +3 0 m i n s . 20 15 5 46 22 1 14 6 7 1 6 9 7 13 1 1 9 37 16 9 41 4 8 2 2 11 1 +4 5 m i n s . 22 12 3 4 0 1 8 5 26 74 1 6 1 1 6 19 1 4 5 28 19 2 53 52 39 14 4 To t a l V o l u m e 82 53 6 18 1 79 9 89 29 1 72 45 2 59 52 5 11 8 70 2 16 7 19 7 11 2 47 6 % A p p . T o t a l 10 . 3 67 . 1 22 . 7 19 . 7 64 . 4 15 . 9 8. 4 74 . 8 16 . 8 35 . 1 41 . 4 23 . 5 PH F .9 3 2 .8 6 5 .8 5 4 .9 0 4 .8 5 6 .9 4 5 .8 5 7 .9 4 2 .7 7 6 .9 0 5 .7 9 7 .9 1 4 .7 8 8 .9 4 7 .7 1 8 .8 2 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-468 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 10 9 7 4 5 1 8 1 5 2 25 5 8 1 3 6 9 6 18 1 0 1 2 0 7 1 3 9 30 2 5 1 5 4 7 0 35 4 5 7 4 9 2 10 : 1 5 A M 12 1 1 0 3 6 1 7 1 5 8 30 6 3 1 9 1 1 1 1 2 20 9 1 2 8 7 1 3 9 38 4 0 1 7 2 9 5 37 5 0 4 5 4 1 10 : 3 0 A M 10 1 0 0 3 7 1 4 1 4 7 15 6 5 1 6 9 9 6 13 1 2 0 1 7 7 1 5 0 27 4 0 1 5 4 8 2 34 4 7 5 5 0 9 10 : 4 5 A M 19 1 3 9 3 0 1 4 1 8 8 24 6 9 1 9 9 1 1 2 9 9 7 2 1 1 0 1 2 7 27 3 1 1 4 1 0 7 2 43 4 9 9 5 4 2 To t a l 51 44 6 14 8 6 3 64 5 94 25 5 67 3 5 41 6 60 40 9 86 3 1 55 5 12 2 13 6 61 2 0 31 9 14 9 19 3 5 20 8 4 11 : 0 0 A M 8 1 0 6 4 1 1 6 1 5 5 20 6 0 1 7 9 9 7 22 9 6 1 8 5 1 3 6 26 2 4 1 9 9 6 9 39 4 5 7 4 9 6 11 : 1 5 A M 13 1 2 0 4 3 2 2 1 7 6 22 6 0 1 4 8 9 6 24 1 1 0 2 2 1 2 1 5 6 47 3 1 2 7 1 1 1 0 5 53 5 3 3 5 8 6 11 : 3 0 A M 23 1 2 7 5 4 2 1 2 0 4 22 7 7 1 9 4 1 1 8 23 1 1 0 1 7 9 1 5 0 29 5 7 2 1 1 1 0 7 35 5 7 9 6 1 4 11 : 4 5 A M 21 1 1 7 4 3 1 5 1 8 1 25 7 3 2 1 9 1 1 9 18 9 8 2 9 1 3 1 4 5 39 4 4 2 9 1 1 1 1 2 48 5 5 7 6 0 5 To t a l 65 47 0 18 1 7 4 71 6 89 27 0 71 3 0 43 0 87 41 4 86 3 9 58 7 14 1 15 6 96 3 2 39 3 17 5 21 2 6 23 0 1 12 : 0 0 P M 20 1 3 5 4 1 2 0 1 9 6 14 6 7 1 6 9 9 7 20 1 2 0 2 0 1 1 1 6 0 33 5 2 2 2 7 1 0 7 47 5 6 0 6 0 7 12 : 1 5 P M 20 1 1 9 5 3 2 4 1 9 2 25 7 1 1 6 7 1 1 2 17 1 2 0 3 2 1 2 1 6 9 41 4 7 2 2 1 1 1 1 0 54 5 8 3 6 3 7 12 : 3 0 P M 19 1 5 3 4 6 1 4 2 1 8 20 5 7 2 1 1 2 9 8 13 1 4 1 2 5 1 1 1 7 9 52 5 1 3 9 1 6 1 4 2 53 6 3 7 6 9 0 12 : 4 5 P M 22 1 2 2 3 9 2 1 1 8 3 33 6 1 2 1 1 1 1 1 5 11 1 1 5 2 6 1 1 1 5 2 21 4 1 1 8 8 8 0 51 5 3 0 5 8 1 To t a l 81 52 9 17 9 7 9 78 9 92 25 6 74 3 9 42 2 61 49 6 10 3 4 5 66 0 14 7 19 1 10 1 4 2 43 9 20 5 23 1 0 25 1 5 01 : 0 0 P M 18 1 3 6 3 2 1 5 1 8 6 27 5 7 1 8 1 5 1 0 2 13 1 1 4 3 7 1 9 1 6 4 27 3 8 2 2 1 0 8 7 59 5 3 9 5 9 8 01 : 1 5 P M 16 1 1 1 3 4 1 8 1 6 1 12 6 8 2 7 1 4 1 0 7 19 1 4 4 2 8 1 6 1 9 1 52 5 2 2 1 8 1 2 5 56 5 8 4 6 4 0 01 : 3 0 P M 21 1 3 8 3 8 1 6 1 9 7 18 5 0 1 5 8 8 3 12 1 2 5 3 3 2 0 1 7 0 33 4 7 2 2 5 1 0 2 49 5 5 2 6 0 1 01 : 4 5 P M 11 1 2 9 3 7 2 4 1 7 7 17 4 9 1 4 8 8 0 12 1 0 6 2 6 1 2 1 4 4 37 5 7 1 0 3 1 0 4 47 5 0 5 5 5 2 To t a l 66 51 4 14 1 7 3 72 1 74 22 4 74 4 5 37 2 56 48 9 12 4 6 7 66 9 14 9 19 4 75 2 6 41 8 21 1 21 8 0 23 9 1 Gr a n d T o t a l 26 3 1 9 5 9 6 4 9 2 8 9 2 8 7 1 34 9 1 0 0 5 2 8 6 1 4 9 1 6 4 0 26 4 1 8 0 8 3 9 9 1 8 2 2 4 7 1 55 9 6 7 7 3 3 3 1 2 0 1 5 6 9 74 0 8 5 5 1 9 2 9 1 Ap p r c h % 9. 2 6 8 . 2 2 2 . 6 21 . 3 6 1 . 3 1 7 . 4 10 . 7 7 3 . 2 1 6 . 1 35 . 6 4 3 . 1 2 1 . 2 To t a l % 3. 1 2 2 . 9 7 . 6 3 3 . 6 4. 1 1 1 . 8 3 . 3 1 9 . 2 3. 1 2 1 . 1 4 . 7 2 8 . 9 6. 5 7 . 9 3 . 9 1 8 . 3 8 9 2 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 4 5 A M 11 : 4 5 A M 21 11 7 4 3 1 8 1 25 7 3 2 1 1 1 9 18 9 8 2 9 1 4 5 39 4 4 2 9 1 1 2 55 7 12 : 0 0 P M 20 1 3 5 4 1 1 9 6 14 6 7 1 6 9 7 20 12 0 2 0 1 6 0 33 52 22 1 0 7 56 0 12 : 1 5 P M 20 1 1 9 53 19 2 25 7 1 1 6 1 1 2 17 1 2 0 32 16 9 41 4 7 2 2 1 1 0 58 3 12 : 3 0 P M 19 15 3 46 21 8 20 5 7 2 1 9 8 13 14 1 25 17 9 52 51 39 1 4 2 63 7 To t a l V o l u m e 80 52 4 18 3 78 7 84 26 8 74 42 6 68 47 9 10 6 65 3 16 5 19 4 11 2 47 1 23 3 7 % A p p . T o t a l 10 . 2 66 . 6 23 . 3 19 . 7 62 . 9 17 . 4 10 . 4 73 . 4 16 . 2 35 41 . 2 23 . 8 PH F .9 5 2 .8 5 6 .8 6 3 .9 0 3 .8 4 0 .9 1 8 .8 8 1 .8 9 5 .8 5 0 .8 4 9 .8 2 8 .9 1 2 .7 9 3 .9 3 3 .7 1 8 .8 2 9 .9 1 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-469 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 18 3 Th r u 52 4 Le f t 80 In Ou t To t a l 71 8 78 7 15 0 5 Right 74 Thru 268 Left 84 Out TotalIn 380 426 806 Le f t 68 Th r u 47 9 Ri g h t 10 6 Ou t To t a l In 72 0 65 3 13 7 3 Left 165 Thru 194 Right 112 Total OutIn 519 471 990 Pe a k H o u r B e g i n s a t 1 1 : 4 5 A M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-470 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M +0 m i n s . 21 11 7 4 3 1 8 1 25 7 3 2 1 1 1 9 18 9 8 2 9 1 4 5 39 4 4 2 9 11 2 +1 5 m i n s . 20 1 3 5 4 1 1 9 6 14 6 7 1 6 9 7 20 12 0 2 0 1 6 0 33 52 22 10 7 +3 0 m i n s . 20 1 1 9 53 19 2 25 7 1 1 6 1 1 2 17 1 2 0 32 16 9 41 4 7 2 2 11 0 +4 5 m i n s . 19 15 3 46 21 8 20 5 7 2 1 9 8 13 14 1 25 17 9 52 51 39 14 2 To t a l V o l u m e 80 52 4 18 3 78 7 84 26 8 74 42 6 68 47 9 10 6 65 3 16 5 19 4 11 2 47 1 % A p p . T o t a l 10 . 2 66 . 6 23 . 3 19 . 7 62 . 9 17 . 4 10 . 4 73 . 4 16 . 2 35 41 . 2 23 . 8 PH F .9 5 2 .8 5 6 .8 6 3 .9 0 3 .8 4 0 .9 1 8 .8 8 1 .8 9 5 .8 5 0 .8 4 9 .8 2 8 .9 1 2 .7 9 3 .9 3 3 .7 1 8 .8 2 9 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-471 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 1 1 1 2 0 0 0 0 0 1 4 1 0 6 0 1 0 0 1 1 9 1 0 10 : 1 5 A M 0 0 1 1 1 2 0 0 0 2 0 3 1 1 4 1 0 0 0 1 2 8 1 0 10 : 3 0 A M 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 2 0 0 0 2 0 5 5 10 : 4 5 A M 1 1 0 0 2 0 0 1 0 1 0 1 1 0 2 1 1 0 0 2 0 7 7 To t a l 1 2 2 2 5 2 0 2 0 4 1 10 3 1 14 4 2 0 0 6 3 29 32 11 : 0 0 A M 1 1 0 0 2 0 1 1 0 2 0 1 0 0 1 1 0 0 0 1 0 6 6 11 : 1 5 A M 0 0 1 1 1 0 0 1 1 1 0 3 0 0 3 0 1 0 0 1 2 6 8 11 : 3 0 A M 0 2 0 0 2 2 0 0 0 2 0 2 1 1 3 0 0 0 0 0 1 7 8 11 : 4 5 A M 0 1 1 0 2 0 0 0 0 0 0 2 2 0 4 0 1 0 0 1 0 7 7 To t a l 1 4 2 1 7 2 1 2 1 5 0 8 3 1 11 1 2 0 0 3 3 26 29 12 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 5 5 12 : 1 5 P M 0 1 0 0 1 1 3 0 0 4 0 2 1 0 3 0 1 0 0 1 0 9 9 12 : 3 0 P M 1 2 0 0 3 1 0 0 0 1 1 1 1 0 3 0 1 0 0 1 0 8 8 12 : 4 5 P M 0 1 0 0 1 0 1 0 0 1 2 3 1 1 6 0 0 0 0 0 1 8 9 To t a l 1 7 0 0 8 2 4 0 0 6 3 8 3 1 14 0 2 0 0 2 1 30 31 01 : 0 0 P M 0 3 0 0 3 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 7 7 01 : 1 5 P M 0 3 1 1 4 0 0 1 1 1 0 1 0 0 1 0 0 0 0 0 2 6 8 01 : 3 0 P M 1 3 0 0 4 0 1 0 0 1 0 0 0 0 0 1 1 0 0 2 0 7 7 01 : 4 5 P M 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 3 To t a l 1 10 1 1 12 0 1 1 1 2 0 7 0 0 7 1 1 0 0 2 2 23 25 Gr a n d T o t a l 4 2 3 5 4 3 2 6 6 5 2 1 7 4 3 3 9 3 4 6 6 7 0 0 1 3 9 1 0 8 1 1 7 Ap p r c h % 12 . 5 7 1 . 9 1 5 . 6 35 . 3 3 5 . 3 2 9 . 4 8. 7 7 1 . 7 1 9 . 6 46 . 2 5 3 . 8 0 To t a l % 3. 7 2 1 . 3 4 . 6 2 9 . 6 5. 6 5 . 6 4 . 6 1 5 . 7 3. 7 3 0 . 6 8 . 3 4 2 . 6 5. 6 6 . 5 0 1 2 7. 7 9 2 . 3 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 4 5 A M 11 : 4 5 A M 0 1 1 2 0 0 0 0 0 2 2 4 0 1 0 1 7 12 : 0 0 P M 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0 5 12 : 1 5 P M 0 1 0 1 1 3 0 4 0 2 1 3 0 1 0 1 9 12 : 3 0 P M 1 2 0 3 1 0 0 1 1 1 1 3 0 1 0 1 8 To t a l V o l u m e 1 7 1 9 2 3 0 5 1 7 4 12 0 3 0 3 29 % A p p . T o t a l 11 . 1 77 . 8 11 . 1 40 60 0 8. 3 58 . 3 33 . 3 0 10 0 0 PH F .2 5 0 .5 8 3 .2 5 0 .7 5 0 .5 0 0 .2 5 0 .0 0 0 .3 1 3 .2 5 0 .8 7 5 .5 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .7 5 0 .8 0 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-472 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 1 Th r u 7 Le f t 1 In Ou t To t a l 7 9 16 Right 0 Thru 3 Left 2 Out TotalIn 8 5 13 Le f t 1 Th r u 7 Ri g h t 4 Ou t To t a l In 9 12 21 Left 0 Thru 3 Right 0 Total OutIn 5 3 8 Pe a k H o u r B e g i n s a t 1 1 : 4 5 A M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-473 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M +0 m i n s . 0 1 1 2 0 0 0 0 0 2 2 4 0 1 0 1 +1 5 m i n s . 0 3 0 3 0 0 0 0 0 2 0 2 0 0 0 0 +3 0 m i n s . 0 1 0 1 1 3 0 4 0 2 1 3 0 1 0 1 +4 5 m i n s . 1 2 0 3 1 0 0 1 1 1 1 3 0 1 0 1 To t a l V o l u m e 1 7 1 9 2 3 0 5 1 7 4 12 0 3 0 3 % A p p . T o t a l 11 . 1 77 . 8 11 . 1 40 60 0 8. 3 58 . 3 33 . 3 0 10 0 0 PH F .2 5 0 .5 8 3 .2 5 0 .7 5 0 .5 0 0 .2 5 0 .0 0 0 .3 1 3 .2 5 0 .8 7 5 .5 0 0 .7 5 0 .0 0 0 .7 5 0 .0 0 0 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-474 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 1 3 4 10 : 1 5 A M 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 2 2 10 : 3 0 A M 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 10 : 4 5 A M 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 To t a l 0 0 4 2 4 0 1 0 0 1 0 1 0 0 1 2 0 0 0 2 2 8 10 11 : 0 0 A M 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 11 : 1 5 A M 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 11 : 3 0 A M 0 0 1 1 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 2 3 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 To t a l 0 0 7 1 7 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 1 9 10 12 : 0 0 P M 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 12 : 4 5 P M 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 To t a l 0 0 2 2 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 4 6 01 : 0 0 P M 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 01 : 1 5 P M 0 1 3 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4 7 01 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 2 To t a l 0 3 4 3 7 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 10 13 Gr a n d T o t a l 0 3 1 7 8 2 0 0 1 0 0 1 0 7 0 0 7 3 0 0 0 3 8 3 1 3 9 Ap p r c h % 0 1 5 8 5 0 1 0 0 0 0 1 0 0 0 10 0 0 0 To t a l % 0 9 . 7 5 4 . 8 6 4 . 5 0 3 . 2 0 3 . 2 0 2 2 . 6 0 2 2 . 6 9. 7 0 0 9 . 7 20 . 5 7 9 . 5 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 4 5 A M 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 12 : 0 0 P M 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 To t a l V o l u m e 0 0 1 1 0 0 0 0 0 2 0 2 1 0 0 1 4 % A p p . T o t a l 0 0 10 0 0 0 0 0 10 0 0 10 0 0 0 PH F .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 1. 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-475 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 1 Th r u 0 Le f t 0 In Ou t To t a l 3 1 4 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 2 Ri g h t 0 Ou t To t a l In 0 2 2 Left 1 Thru 0 Right 0 Total OutIn 1 1 2 Pe a k H o u r B e g i n s a t 1 1 : 4 5 A M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-476 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 +1 5 m i n s . 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 To t a l V o l u m e 0 0 1 1 0 0 0 0 0 2 0 2 1 0 0 1 % A p p . T o t a l 0 0 10 0 0 0 0 0 10 0 0 10 0 0 0 PH F .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-477 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 11 : 0 0 A M 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 3 3 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 0 4 4 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 1 0 0 1 0 0 0 0 0 0 3 1 0 4 1 1 0 0 2 0 7 7 Ap p r c h % 0 1 0 0 0 0 0 0 0 7 5 2 5 50 5 0 0 To t a l % 0 1 4 . 3 0 1 4 . 3 0 0 0 0 0 4 2 . 9 1 4 . 3 5 7 . 1 14 . 3 1 4 . 3 0 2 8 . 6 0 1 0 0 Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 4 5 A M 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 10 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-478 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r C o o k S t r e e t Hovely Lane East Hovely Lane East C o o k S t r e e t Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 1 0 1 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 1 Thru 0 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 1 1 : 4 5 A M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-479 Fi l e N a m e : 1 0 _ P L D _ C o o k _ H o v l e y S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : C o o k S t r e e t E/ W : H o v e l y L a n e E a s t We a t h e r : C l e a r Co o k S t r e e t So u t h b o u n d Ho v e l y L a n e E a s t We s t b o u n d Co o k S t r e e t No r t h b o u n d Ho v e l y L a n e E a s t Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 10 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-480 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Cook Street Hovely Lane East Cook Street Hovely Lane East Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 1 1 0 0 1 0 1 0 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 1 1 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 1 2 8 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Cook Street Hovely Lane East Cook Street Hovely Lane East Pedestrians Pedestrians Pedestrians Pedestrians 4 0 0 5 9 2 0 0 2 4 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 7 1 0 13 21 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Cook Street Hovely Lane East Cook Street Hovely Lane East Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 4 4 3 11 0 0 0 1 1 0 0 0 0 0 0 0 1 0 1 0 0 0 5 5 0 0 0 1 1 0 0 0 2 2 0 0 0 1 1 0 0 0 3 3 0 1 0 2 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 6 5 19 30 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Palm Desert Cook Street Hovely Lane East PEDESTRIANS 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-481 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 2 0 0 1 0 3 0 0 0 0 0 0 0 1 0 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 0 2 0 0 0 1 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 1 1 0 0 5 2 0 2 0 14 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 2 0 0 0 0 0 3 0 0 0 0 5 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 1 0 0 1 4 0 0 1 0 11 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 2 0 0 0 0 1 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 2 0 4 1 0 0 2 1 1 0 0 11 4:00 PM 4:15 PM 4:30 PM 4:45 PM Hovely Lane East Cook Street Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound 6:30 PM 6:45 PM Cook Street Hovely Lane East Cook Street 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM Hovely Lane East TOTAL VOLUMES: Cook Street Hovely Lane East Cook Street Hovely Lane East Southbound Westbound Northbound Eastbound 5:00 PM Southbound Westbound Northbound Eastbound Cook Street Hovely Lane East Cook Street Hovely Lane East 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-482 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 16 2 7 5 0 4 8 16 1 3 6 1 9 6 1 7 1 12 3 1 2 9 1 8 7 2 8 2 2 3 2 2 8 2 5 3 32 5 4 4 5 7 6 03 : 1 5 P M 15 2 6 5 1 4 6 17 1 6 1 1 2 2 1 9 0 14 2 4 1 4 1 2 5 2 10 2 5 2 1 5 3 2 7 7 18 5 6 5 5 8 3 03 : 3 0 P M 11 2 0 9 5 4 0 12 1 5 0 1 7 7 1 7 9 20 2 8 3 0 1 5 7 8 7 2 2 1 1 9 6 2 4 7 33 5 4 4 5 7 7 03 : 4 5 P M 21 2 4 1 1 6 5 6 15 1 2 8 1 4 5 1 5 7 11 2 4 1 4 1 1 4 9 10 2 3 7 1 5 8 2 6 2 30 5 2 4 5 5 4 To t a l 63 97 30 1 2 19 0 60 57 5 62 2 0 69 7 57 10 7 87 5 6 25 1 35 93 3 71 2 5 10 3 9 11 3 21 7 7 22 9 0 04 : 0 0 P M 14 2 3 9 6 4 6 10 1 4 6 2 1 4 1 7 7 7 3 5 1 5 1 1 5 7 7 1 8 4 1 3 8 2 0 4 29 4 8 4 5 1 3 04 : 1 5 P M 20 3 6 7 3 6 3 10 1 1 9 1 3 4 1 4 2 5 2 3 1 4 1 1 4 2 6 2 0 1 1 4 5 2 2 1 23 4 6 8 4 9 1 04 : 3 0 P M 15 3 1 1 0 6 5 6 8 1 5 7 2 0 6 1 8 5 11 2 1 1 2 8 4 4 9 2 0 0 1 5 7 2 2 4 27 5 0 9 5 3 6 04 : 4 5 P M 11 2 2 6 3 3 9 10 1 1 5 7 1 1 3 2 9 1 8 1 8 1 3 4 5 9 2 1 2 2 3 1 0 2 4 4 27 4 6 0 4 8 7 To t a l 60 11 2 32 1 8 20 4 38 53 7 61 1 5 63 6 32 97 59 4 3 18 8 31 79 7 65 3 0 89 3 10 6 19 2 1 20 2 7 05 : 0 0 P M 10 2 6 2 2 3 8 10 1 3 4 1 2 5 1 5 6 7 2 1 1 9 1 2 4 7 7 2 3 3 1 9 1 0 2 5 9 29 5 0 0 5 2 9 05 : 1 5 P M 16 2 8 9 5 5 3 9 1 4 2 6 3 1 5 7 8 2 0 1 7 1 0 4 5 5 2 5 7 2 4 6 2 8 6 24 5 4 1 5 6 5 05 : 3 0 P M 20 1 8 7 5 4 5 9 1 2 3 7 4 1 3 9 6 8 1 4 1 2 2 8 3 1 9 0 9 1 2 0 2 22 4 1 4 4 3 6 05 : 4 5 P M 11 1 9 6 4 3 6 6 1 0 3 1 0 5 1 1 9 5 9 9 4 2 3 4 1 3 6 1 3 3 1 5 3 16 3 3 1 3 4 7 To t a l 57 91 24 1 6 17 2 34 50 2 35 1 7 57 1 26 58 59 3 8 14 3 19 81 6 65 2 0 90 0 91 17 8 6 18 7 7 06 : 0 0 P M 5 1 4 3 3 2 2 12 1 1 2 6 2 1 3 0 5 1 1 8 5 2 4 10 1 3 1 1 4 7 1 5 5 17 3 3 1 3 4 8 06 : 1 5 P M 5 1 0 0 0 1 5 3 7 0 7 4 8 0 8 7 6 4 2 1 15 1 2 5 7 0 1 4 7 8 2 6 3 2 7 1 06 : 3 0 P M 5 2 1 0 0 2 6 6 9 0 3 1 9 9 4 6 4 3 1 4 4 1 0 5 1 2 3 1 2 1 7 2 6 0 2 6 7 06 : 4 5 P M 4 1 1 2 2 1 7 7 5 9 2 2 6 8 2 4 9 9 1 5 3 1 0 6 7 2 1 1 6 15 2 1 6 2 3 1 To t a l 19 56 5 5 80 28 33 1 18 9 37 7 19 28 27 2 1 74 32 46 7 40 1 2 53 9 47 10 7 0 11 1 7 Gr a n d T o t a l 19 9 3 5 6 9 1 5 1 6 4 6 16 0 1 9 4 5 1 7 6 6 1 2 2 8 1 13 4 2 9 0 2 3 2 1 5 8 6 5 6 11 7 3 0 1 3 2 4 1 8 7 3 3 7 1 35 7 6 9 5 4 7 3 1 1 Ap p r c h % 30 . 8 5 5 . 1 1 4 . 1 7 8 5 . 3 7 . 7 20 . 4 4 4 . 2 3 5 . 4 3. 5 8 9 . 4 7 . 1 To t a l % 2. 9 5 . 1 1 . 3 9 . 3 2. 3 2 8 2 . 5 3 2 . 8 1. 9 4 . 2 3 . 3 9 . 4 1. 7 4 3 . 3 3 . 5 4 8 . 5 4. 9 9 5 . 1 Pa s s e n g e r V e h i c l e s 18 9 35 6 91 68 7 15 5 19 3 2 16 4 23 0 6 13 4 28 1 22 7 79 7 11 6 29 6 0 24 0 34 0 3 0 0 71 9 3 % P a s s e n g e r V e h i c l e s 95 1 0 0 1 0 0 1 0 0 9 8 . 6 96 . 9 9 9 . 3 9 3 . 2 9 0 . 2 9 8 . 5 10 0 9 6 . 9 9 7 . 8 9 8 . 1 9 7 . 9 99 . 1 9 8 . 2 9 9 . 6 1 0 0 9 8 . 4 0 0 9 8 . 4 La r g e 2 A x l e V e h i c l e s 10 0 0 10 5 13 12 36 0 9 5 17 1 50 1 52 0 0 11 5 % L a r g e 2 A x l e V e h i c l e s 5 0 0 0 1 . 4 3. 1 0 . 7 6 . 8 9 . 8 1 . 5 0 3 . 1 2 . 2 1 . 9 2 . 1 0. 9 1 . 7 0 . 4 0 1 . 5 0 0 1 . 6 3 A x l e V e h i c l e s 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 % 3 A x l e V e h i c l e s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4+ A x l e T r u c k s 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 2 % 4 + A x l e T r u c k s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 1 0 0 0 . 1 0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-483 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 16 27 5 4 8 16 1 3 6 19 17 1 12 31 29 7 2 8 2 2 3 22 25 3 54 4 03 : 1 5 P M 15 2 6 5 4 6 17 1 6 1 12 19 0 14 2 4 1 4 5 2 10 2 5 2 15 27 7 56 5 03 : 3 0 P M 11 2 0 9 4 0 12 1 5 0 1 7 1 7 9 20 28 30 7 8 7 2 2 1 1 9 2 4 7 54 4 03 : 4 5 P M 21 24 11 5 6 15 1 2 8 1 4 1 5 7 11 2 4 1 4 4 9 10 2 3 7 1 5 2 6 2 52 4 To t a l V o l u m e 63 97 30 19 0 60 57 5 62 69 7 57 10 7 87 25 1 35 93 3 71 10 3 9 21 7 7 % A p p . T o t a l 33 . 2 51 . 1 15 . 8 8. 6 82 . 5 8. 9 22 . 7 42 . 6 34 . 7 3. 4 89 . 8 6. 8 PH F .7 5 0 .8 9 8 .6 8 2 .8 4 8 .8 8 2 .8 9 3 .8 1 6 .9 1 7 .7 1 3 .8 6 3 .7 2 5 .8 0 4 .8 7 5 .9 2 6 .8 0 7 .9 3 8 .9 6 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-484 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 30 Th r u 97 Le f t 63 In Ou t To t a l 20 4 19 0 39 4 Right 62 Thru 575 Left 60 Out TotalIn 1083 697 1780 Le f t 57 Th r u 10 7 Ri g h t 87 Ou t To t a l In 22 8 25 1 47 9 Left 35 Thru 933 Right 71 Total OutIn 662 1039 1701 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-485 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 4 5 P M 03 : 1 5 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 21 24 11 56 17 1 6 1 12 19 0 12 31 29 7 2 8 2 2 3 22 25 3 +1 5 m i n s . 14 2 3 9 4 6 12 1 5 0 1 7 1 7 9 14 2 4 1 4 5 2 10 2 5 2 15 27 7 +3 0 m i n s . 20 36 7 63 15 1 2 8 1 4 1 5 7 20 28 30 7 8 7 2 2 1 1 9 24 7 +4 5 m i n s . 15 3 1 1 0 5 6 10 1 4 6 21 17 7 11 2 4 1 4 4 9 10 2 3 7 1 5 26 2 To t a l V o l u m e 70 11 4 37 22 1 54 58 5 64 70 3 57 10 7 87 25 1 35 93 3 71 10 3 9 % A p p . T o t a l 31 . 7 51 . 6 16 . 7 7. 7 83 . 2 9. 1 22 . 7 42 . 6 34 . 7 3. 4 89 . 8 6. 8 PH F .8 3 3 .7 9 2 .8 4 1 .8 7 7 .7 9 4 .9 0 8 .7 6 2 .9 2 5 .7 1 3 .8 6 3 .7 2 5 .8 0 4 .8 7 5 .9 2 6 .8 0 7 .9 3 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-486 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 14 2 7 5 0 4 6 15 1 3 5 1 8 6 1 6 8 12 2 8 2 6 1 7 6 6 8 2 1 4 2 2 8 2 4 4 31 5 2 4 5 5 5 03 : 1 5 P M 13 2 6 5 1 4 4 17 1 6 0 1 2 2 1 8 9 14 2 4 1 4 1 2 5 2 10 2 4 0 1 5 3 2 6 5 18 5 5 0 5 6 8 03 : 3 0 P M 9 2 0 9 5 3 8 12 1 4 8 1 6 6 1 7 6 20 2 8 3 0 1 5 7 8 7 2 1 5 1 9 6 2 4 1 32 5 3 3 5 6 5 03 : 4 5 P M 20 2 4 1 1 6 5 5 13 1 2 8 1 4 5 1 5 5 11 2 3 1 4 1 1 4 8 9 2 3 2 1 5 8 2 5 6 30 5 1 4 5 4 4 To t a l 56 97 30 1 2 18 3 57 57 1 60 1 9 68 8 57 10 3 84 5 5 24 4 34 90 1 71 2 5 10 0 6 11 1 21 2 1 22 3 2 04 : 0 0 P M 13 2 3 9 6 4 5 10 1 4 5 1 8 4 1 7 3 7 3 3 1 4 1 0 5 4 7 1 7 9 1 3 8 1 9 9 28 4 7 1 4 9 9 04 : 1 5 P M 20 3 6 7 3 6 3 9 1 1 8 1 3 4 1 4 0 5 2 3 1 3 1 0 4 1 6 1 9 6 1 4 5 2 1 6 22 4 6 0 4 8 2 04 : 3 0 P M 13 3 1 1 0 6 5 4 8 1 5 7 1 7 4 1 8 2 11 2 1 1 2 8 4 4 9 1 9 7 1 5 7 2 2 1 25 5 0 1 5 2 6 04 : 4 5 P M 11 2 2 6 3 3 9 9 1 1 4 6 1 1 2 9 9 1 8 1 8 1 3 4 5 9 2 0 6 2 2 1 0 2 3 7 27 4 5 0 4 7 7 To t a l 57 11 2 32 1 8 20 1 36 53 4 54 1 3 62 4 32 95 57 4 1 18 4 31 77 8 64 3 0 87 3 10 2 18 8 2 19 8 4 05 : 0 0 P M 10 2 6 2 2 3 8 10 1 3 0 1 1 4 1 5 1 7 2 0 1 9 1 2 4 6 7 2 3 3 1 9 1 0 2 5 9 28 4 9 4 5 2 2 05 : 1 5 P M 16 2 8 9 5 5 3 9 1 4 2 6 3 1 5 7 8 1 8 1 7 1 0 4 3 5 2 5 6 2 4 6 2 8 5 24 5 3 8 5 6 2 05 : 3 0 P M 20 1 8 7 5 4 5 9 1 2 1 6 3 1 3 6 6 8 1 4 1 2 2 8 3 1 9 0 9 1 2 0 2 21 4 1 1 4 3 2 05 : 4 5 P M 11 1 9 6 4 3 6 6 1 0 3 1 0 5 1 1 9 5 9 9 4 2 3 4 1 3 6 1 3 3 1 5 3 16 3 3 1 3 4 7 To t a l 57 91 24 1 6 17 2 34 49 6 33 1 5 56 3 26 55 59 3 8 14 0 19 81 5 65 2 0 89 9 89 17 7 4 18 6 3 06 : 0 0 P M 5 1 4 3 3 2 2 12 1 1 2 6 2 1 3 0 5 1 1 8 5 2 4 10 1 3 0 1 4 7 1 5 4 17 3 3 0 3 4 7 06 : 1 5 P M 5 1 0 0 0 1 5 3 7 0 7 4 8 0 8 7 6 4 2 1 15 1 2 5 7 0 1 4 7 8 2 6 3 2 7 1 06 : 3 0 P M 5 2 1 0 0 2 6 6 9 0 3 1 9 9 4 6 4 3 1 4 4 1 0 5 1 2 3 1 2 1 7 2 6 0 2 6 7 06 : 4 5 P M 4 1 1 2 2 1 7 7 5 9 1 1 6 7 2 4 9 9 1 5 3 1 0 6 7 2 1 1 6 14 2 1 5 2 2 9 To t a l 19 56 5 5 80 28 33 1 17 8 37 6 19 28 27 2 1 74 32 46 6 40 1 2 53 8 46 10 6 8 11 1 4 Gr a n d T o t a l 18 9 3 5 6 9 1 5 1 6 3 6 15 5 1 9 3 2 1 6 4 5 5 2 2 5 1 13 4 2 8 1 2 2 7 1 5 5 6 4 2 11 6 2 9 6 0 2 4 0 8 7 3 3 1 6 34 8 6 8 4 5 7 1 9 3 Ap p r c h % 29 . 7 5 6 1 4 . 3 6. 9 8 5 . 8 7 . 3 20 . 9 4 3 . 8 3 5 . 4 3. 5 8 9 . 3 7 . 2 To t a l % 2. 8 5 . 2 1 . 3 9 . 3 2. 3 2 8 . 2 2 . 4 3 2 . 9 2 4 . 1 3 . 3 9 . 4 1. 7 4 3 . 2 3 . 5 4 8 . 4 4. 8 9 5 . 2 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 14 27 5 4 6 15 1 3 5 18 16 8 12 28 26 6 6 8 2 1 4 22 24 4 52 4 03 : 1 5 P M 13 2 6 5 4 4 17 1 6 0 12 18 9 14 2 4 1 4 5 2 10 2 4 0 15 26 5 55 0 03 : 3 0 P M 9 2 0 9 3 8 12 1 4 8 1 6 1 7 6 20 28 30 78 7 2 1 5 1 9 2 4 1 53 3 03 : 4 5 P M 20 24 11 55 13 1 2 8 1 4 1 5 5 11 2 3 1 4 4 8 9 2 3 2 1 5 2 5 6 51 4 To t a l V o l u m e 56 97 30 18 3 57 57 1 60 68 8 57 10 3 84 24 4 34 90 1 71 10 0 6 21 2 1 % A p p . T o t a l 30 . 6 53 16 . 4 8. 3 83 8. 7 23 . 4 42 . 2 34 . 4 3. 4 89 . 6 7. 1 PH F .7 0 0 .8 9 8 .6 8 2 .8 3 2 .8 3 8 .8 9 2 .8 3 3 .9 1 0 .7 1 3 .9 2 0 .7 0 0 .7 8 2 .8 5 0 .9 3 9 .8 0 7 .9 4 9 .9 6 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-487 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 30 Th r u 97 Le f t 56 In Ou t To t a l 19 7 18 3 38 0 Right 60 Thru 571 Left 57 Out TotalIn 1041 688 1729 Le f t 57 Th r u 10 3 Ri g h t 84 Ou t To t a l In 22 5 24 4 46 9 Left 34 Thru 901 Right 71 Total OutIn 658 1006 1664 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-488 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 14 27 5 4 6 15 1 3 5 18 16 8 12 28 26 6 6 8 2 1 4 22 24 4 +1 5 m i n s . 13 2 6 5 4 4 17 1 6 0 12 18 9 14 2 4 1 4 5 2 10 2 4 0 15 26 5 +3 0 m i n s . 9 2 0 9 3 8 12 1 4 8 1 6 1 7 6 20 28 30 7 8 7 2 1 5 1 9 24 1 +4 5 m i n s . 20 24 11 5 5 13 1 2 8 1 4 1 5 5 11 2 3 1 4 4 8 9 2 3 2 1 5 25 6 To t a l V o l u m e 56 97 30 18 3 57 57 1 60 68 8 57 10 3 84 24 4 34 90 1 71 10 0 6 % A p p . T o t a l 30 . 6 53 16 . 4 8. 3 83 8. 7 23 . 4 42 . 2 34 . 4 3. 4 89 . 6 7. 1 PH F .7 0 0 .8 9 8 .6 8 2 .8 3 2 .8 3 8 .8 9 2 .8 3 3 .9 1 0 .7 1 3 .9 2 0 .7 0 0 .7 8 2 .8 5 0 .9 3 9 .8 0 7 .9 4 9 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-489 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 2 0 0 0 2 1 1 1 0 3 0 3 3 1 6 0 8 0 0 8 1 1 9 2 0 03 : 1 5 P M 2 0 0 0 2 0 1 0 0 1 0 0 0 0 0 0 1 2 0 0 1 2 0 1 5 1 5 03 : 3 0 P M 2 0 0 0 2 0 2 1 1 3 0 0 0 0 0 0 6 0 0 6 1 1 1 1 2 03 : 4 5 P M 1 0 0 0 1 2 0 0 0 2 0 1 0 0 1 1 4 0 0 5 0 9 9 To t a l 7 0 0 0 7 3 4 2 1 9 0 4 3 1 7 1 30 0 0 31 2 54 56 04 : 0 0 P M 1 0 0 0 1 0 1 3 0 4 0 2 1 1 3 0 4 0 0 4 1 1 2 1 3 04 : 1 5 P M 0 0 0 0 0 1 1 0 0 2 0 0 1 1 1 0 5 0 0 5 1 8 9 04 : 3 0 P M 2 0 0 0 2 0 0 3 2 3 0 0 0 0 0 0 3 0 0 3 2 8 1 0 04 : 4 5 P M 0 0 0 0 0 1 1 1 0 3 0 0 0 0 0 0 6 1 0 7 0 1 0 1 0 To t a l 3 0 0 0 3 2 3 7 2 12 0 2 2 2 4 0 18 1 0 19 4 38 42 05 : 0 0 P M 0 0 0 0 0 0 4 1 1 5 0 1 0 0 1 0 0 0 0 0 1 6 7 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 0 3 3 05 : 3 0 P M 0 0 0 0 0 0 2 1 1 3 0 0 0 0 0 0 0 0 0 0 1 3 4 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 6 2 2 8 0 3 0 0 3 0 1 0 0 1 2 12 14 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2 To t a l 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 1 0 0 1 1 2 3 Gr a n d T o t a l 10 0 0 0 1 0 5 1 3 1 2 6 3 0 0 9 5 3 1 4 1 5 0 1 0 5 2 9 1 0 6 1 1 5 Ap p r c h % 10 0 0 0 16 . 7 4 3 . 3 4 0 0 6 4 . 3 3 5 . 7 1. 9 9 6 . 2 1 . 9 To t a l % 9. 4 0 0 9 . 4 4. 7 1 2 . 3 1 1 . 3 2 8 . 3 0 8 . 5 4 . 7 1 3 . 2 0. 9 4 7 . 2 0 . 9 4 9 . 1 7. 8 9 2 . 2 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 2 0 0 2 1 1 1 3 0 3 3 6 0 8 0 8 19 03 : 1 5 P M 2 0 0 2 0 1 0 1 0 0 0 0 0 12 0 12 15 03 : 3 0 P M 2 0 0 2 0 2 1 3 0 0 0 0 0 6 0 6 11 03 : 4 5 P M 1 0 0 1 2 0 0 2 0 1 0 1 1 4 0 5 9 To t a l V o l u m e 7 0 0 7 3 4 2 9 0 4 3 7 1 30 0 31 54 % A p p . T o t a l 10 0 0 0 33 . 3 44 . 4 22 . 2 0 57 . 1 42 . 9 3. 2 96 . 8 0 PH F .8 7 5 .0 0 0 .0 0 0 .8 7 5 .3 7 5 .5 0 0 .5 0 0 .7 5 0 .0 0 0 .3 3 3 .2 5 0 .2 9 2 .2 5 0 .6 2 5 .0 0 0 .6 4 6 .7 1 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-490 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 0 Th r u 0 Le f t 7 In Ou t To t a l 7 7 14 Right 2 Thru 4 Left 3 Out TotalIn 40 9 49 Le f t 0 Th r u 4 Ri g h t 3 Ou t To t a l In 3 7 10 Left 1 Thru 30 Right 0 Total OutIn 4 31 35 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-491 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 2 0 0 2 1 1 1 3 0 3 3 6 0 8 0 8 +1 5 m i n s . 2 0 0 2 0 1 0 1 0 0 0 0 0 12 0 12 +3 0 m i n s . 2 0 0 2 0 2 1 3 0 0 0 0 0 6 0 6 +4 5 m i n s . 1 0 0 1 2 0 0 2 0 1 0 1 1 4 0 5 To t a l V o l u m e 7 0 0 7 3 4 2 9 0 4 3 7 1 30 0 31 % A p p . T o t a l 10 0 0 0 33 . 3 44 . 4 22 . 2 0 57 . 1 42 . 9 3. 2 96 . 8 0 PH F .8 7 5 .0 0 0 .0 0 0 .8 7 5 .3 7 5 .5 0 0 .5 0 0 .7 5 0 .0 0 0 .3 3 3 .2 5 0 .2 9 2 .2 5 0 .6 2 5 .0 0 0 .6 4 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-492 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 Ap p r c h % 0 0 0 0 0 0 0 0 0 0 1 0 0 0 To t a l % 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-493 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 1 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-494 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-495 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 2 Ap p r c h % 0 0 0 0 0 0 0 0 0 0 1 0 0 0 To t a l % 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-496 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 1 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-497 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-498 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 20 2 6 1 2 9 5 8 13 1 4 1 2 1 7 1 7 5 11 2 7 3 0 1 9 6 8 14 2 2 1 1 2 3 2 4 7 38 5 4 8 5 8 6 03 : 1 5 P M 14 2 2 6 4 4 2 16 1 5 2 8 5 1 7 6 13 2 8 1 9 1 3 6 0 10 2 1 9 2 1 8 2 5 0 30 5 2 8 5 5 8 03 : 3 0 P M 20 3 0 9 5 5 9 15 1 5 6 1 9 6 1 9 0 11 3 1 1 8 1 1 6 0 6 2 1 8 2 0 8 2 4 4 30 5 5 3 5 8 3 03 : 4 5 P M 13 2 1 7 4 4 1 13 1 3 3 9 6 1 5 5 15 2 5 2 2 1 1 6 2 8 2 5 1 1 3 7 2 7 2 28 5 3 0 5 5 8 To t a l 67 99 34 2 2 20 0 57 58 2 57 2 4 69 6 50 11 1 89 5 4 25 0 38 90 9 66 2 6 10 1 3 12 6 21 5 9 22 8 5 04 : 0 0 P M 18 3 0 9 6 5 7 28 1 3 3 2 7 1 3 1 8 8 14 2 4 2 0 1 5 5 8 10 2 0 6 2 0 1 3 2 3 6 47 5 3 9 5 8 6 04 : 1 5 P M 16 2 4 3 2 4 3 11 1 5 4 1 1 3 1 7 6 11 1 9 1 2 1 0 4 2 6 1 9 1 2 4 6 2 2 1 21 4 8 2 5 0 3 04 : 3 0 P M 9 3 1 9 8 4 9 17 1 4 6 1 3 5 1 7 6 11 1 2 1 5 1 1 3 8 7 1 7 3 1 8 7 1 9 8 31 4 6 1 4 9 2 04 : 4 5 P M 10 1 7 1 1 6 3 8 7 1 4 6 1 2 6 1 6 5 8 2 6 1 4 1 0 4 8 15 1 9 3 1 4 4 2 2 2 26 4 7 3 4 9 9 To t a l 53 10 2 32 2 2 18 7 63 57 9 63 2 7 70 5 44 81 61 4 6 18 6 38 76 3 76 3 0 87 7 12 5 19 5 5 20 8 0 05 : 0 0 P M 7 2 4 5 5 3 6 9 1 2 0 1 1 6 1 4 0 7 1 7 1 5 1 4 3 9 4 2 2 7 1 6 7 2 4 7 32 4 6 2 4 9 4 05 : 1 5 P M 17 2 5 6 5 4 8 7 1 3 8 9 4 1 5 4 11 2 2 1 2 7 4 5 11 1 9 7 1 7 8 2 2 5 24 4 7 2 4 9 6 05 : 3 0 P M 4 1 7 6 5 2 7 10 1 2 5 1 0 3 1 4 5 13 1 5 8 4 3 6 4 1 8 6 1 4 6 2 0 4 18 4 1 2 4 3 0 05 : 4 5 P M 10 2 1 2 2 3 3 7 9 5 7 4 1 0 9 6 9 1 0 5 2 5 5 1 4 0 1 0 3 1 5 5 14 3 2 2 3 3 6 To t a l 38 87 19 1 7 14 4 33 47 8 37 1 7 54 8 37 63 45 3 0 14 5 24 75 0 57 2 4 83 1 88 16 6 8 17 5 6 06 : 0 0 P M 6 7 9 6 2 2 6 9 2 8 1 1 0 6 7 1 1 5 5 2 3 9 1 3 1 6 0 1 4 6 12 2 9 7 3 0 9 06 : 1 5 P M 11 1 5 6 4 3 2 8 1 0 1 6 3 1 1 5 1 5 4 2 1 0 4 1 1 8 9 5 1 3 1 14 2 8 8 3 0 2 06 : 3 0 P M 4 6 6 5 1 6 5 8 5 4 1 9 4 7 9 6 3 2 2 6 9 2 1 5 5 1 1 3 14 2 4 5 2 5 9 06 : 4 5 P M 9 1 1 3 2 2 3 3 8 0 4 3 8 7 8 5 5 2 1 8 6 1 1 9 9 5 1 3 4 12 2 6 2 2 7 4 To t a l 30 39 24 1 7 93 22 35 8 22 8 40 2 23 30 20 1 2 73 25 46 0 39 1 5 52 4 52 10 9 2 11 4 4 Gr a n d T o t a l 18 8 3 2 7 1 0 9 7 8 6 2 4 17 5 1 9 9 7 1 7 9 7 6 2 3 5 1 15 4 2 8 5 2 1 5 1 4 2 6 5 4 12 5 2 8 8 2 2 3 8 9 5 3 2 4 5 39 1 6 8 7 4 7 2 6 5 Ap p r c h % 30 . 1 5 2 . 4 1 7 . 5 7. 4 8 4 . 9 7 . 6 23 . 5 4 3 . 6 3 2 . 9 3. 9 8 8 . 8 7 . 3 To t a l % 2. 7 4 . 8 1 . 6 9 . 1 2. 5 2 9 . 1 2 . 6 3 4 . 2 2. 2 4 . 1 3 . 1 9 . 5 1. 8 4 1 . 9 3 . 5 4 7 . 2 5. 4 9 4 . 6 Pa s s e n g e r V e h i c l e s 18 6 32 4 10 6 69 2 17 2 19 8 2 16 6 23 9 2 15 1 27 9 20 3 76 8 12 5 28 4 9 23 7 33 0 6 0 0 71 5 8 % P a s s e n g e r V e h i c l e s 98 . 9 9 9 . 1 9 7 . 2 9 7 . 4 9 8 . 6 98 . 3 9 9 . 2 9 2 . 7 9 4 . 7 9 8 . 6 98 . 1 9 7 . 9 9 4 . 4 9 5 . 1 9 6 . 5 10 0 9 8 . 9 9 9 . 6 1 0 0 9 9 0 0 9 8 . 5 La r g e 2 A x l e V e h i c l e s 2 3 3 10 3 14 12 33 1 6 12 26 0 33 0 33 0 0 10 2 % L a r g e 2 A x l e V e h i c l e s 1. 1 0 . 9 2 . 8 2 . 6 1 . 4 1. 7 0 . 7 6 . 7 5 . 3 1 . 4 0. 6 2 . 1 5 . 6 4 . 9 3 . 3 0 1 . 1 0 0 1 0 0 1 . 4 3 A x l e V e h i c l e s 0 0 0 0 0 0 1 1 2 0 0 2 0 0 1 1 0 0 4 % 3 A x l e V e h i c l e s 0 0 0 0 0 0 0 0 . 6 0 0 1. 3 0 0 0 0 . 3 0 0 0 . 4 0 0 0 0 0 . 1 4+ A x l e T r u c k s 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 % 4 + A x l e T r u c k s 0 0 0 0 0 0 0 . 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-499 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 20 26 12 58 13 1 4 1 21 17 5 11 2 7 30 6 8 14 22 1 1 2 2 4 7 54 8 03 : 1 5 P M 14 2 2 6 4 2 16 15 2 8 1 7 6 13 2 8 1 9 6 0 10 2 1 9 21 25 0 52 8 03 : 3 0 P M 20 30 9 59 15 15 6 19 19 0 11 31 18 6 0 6 2 1 8 2 0 2 4 4 55 3 03 : 4 5 P M 13 2 1 7 4 1 13 1 3 3 9 1 5 5 15 25 2 2 6 2 8 25 1 13 27 2 53 0 To t a l V o l u m e 67 99 34 20 0 57 58 2 57 69 6 50 11 1 89 25 0 38 90 9 66 10 1 3 21 5 9 % A p p . T o t a l 33 . 5 49 . 5 17 8. 2 83 . 6 8. 2 20 44 . 4 35 . 6 3. 8 89 . 7 6. 5 PH F .8 3 8 .8 2 5 .7 0 8 .8 4 7 .8 9 1 .9 3 3 .6 7 9 .9 1 6 .8 3 3 .8 9 5 .7 4 2 .9 1 9 .6 7 9 .9 0 5 .7 8 6 .9 3 1 .9 7 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-500 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 34 Th r u 99 Le f t 67 In Ou t To t a l 20 6 20 0 40 6 Right 57 Thru 582 Left 57 Out TotalIn 1065 696 1761 Le f t 50 Th r u 11 1 Ri g h t 89 Ou t To t a l In 22 2 25 0 47 2 Left 38 Thru 909 Right 66 Total OutIn 666 1013 1679 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-501 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 1 5 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 20 26 12 58 16 1 5 2 8 1 7 6 11 2 7 30 6 8 14 22 1 1 2 24 7 +1 5 m i n s . 14 2 2 6 4 2 15 15 6 19 19 0 13 2 8 1 9 6 0 10 2 1 9 21 25 0 +3 0 m i n s . 20 30 9 59 13 1 3 3 9 1 5 5 11 31 18 6 0 6 2 1 8 2 0 24 4 +4 5 m i n s . 13 2 1 7 4 1 28 13 3 27 18 8 15 25 2 2 6 2 8 25 1 13 27 2 To t a l V o l u m e 67 99 34 20 0 72 57 4 63 70 9 50 11 1 89 25 0 38 90 9 66 10 1 3 % A p p . T o t a l 33 . 5 49 . 5 17 10 . 2 81 8. 9 20 44 . 4 35 . 6 3. 8 89 . 7 6. 5 PH F .8 3 8 .8 2 5 .7 0 8 .8 4 7 .6 4 3 .9 2 0 .5 8 3 .9 3 3 .8 3 3 .8 9 5 .7 4 2 .9 1 9 .6 7 9 .9 0 5 .7 8 6 .9 3 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-502 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 19 2 6 1 2 9 5 7 13 1 3 7 1 8 6 1 6 8 11 2 7 2 7 1 7 6 5 14 2 1 4 1 2 3 2 4 0 35 5 3 0 5 6 5 03 : 1 5 P M 14 2 2 5 3 4 1 16 1 4 9 8 5 1 7 3 13 2 7 1 8 1 2 5 8 10 2 1 6 2 1 8 2 4 7 28 5 1 9 5 4 7 03 : 3 0 P M 20 3 0 8 5 5 8 15 1 5 5 1 7 5 1 8 7 11 3 0 1 5 1 0 5 6 6 2 1 6 1 9 8 2 4 1 28 5 4 2 5 7 0 03 : 4 5 P M 12 2 1 7 4 4 0 13 1 3 3 8 6 1 5 4 15 2 5 1 9 9 5 9 8 2 4 5 1 3 7 2 6 6 26 5 1 9 5 4 5 To t a l 65 99 32 2 1 19 6 57 57 4 51 2 2 68 2 50 10 9 79 4 8 23 8 38 89 1 65 2 6 99 4 11 7 21 1 0 22 2 7 04 : 0 0 P M 18 3 0 8 5 5 6 27 1 3 3 2 5 1 3 1 8 5 14 2 3 2 0 1 5 5 7 10 2 0 4 2 0 1 3 2 3 4 46 5 3 2 5 7 8 04 : 1 5 P M 16 2 3 3 2 4 2 11 1 5 4 1 0 3 1 7 5 10 1 7 1 2 1 0 3 9 6 1 9 0 2 4 6 2 2 0 21 4 7 6 4 9 7 04 : 3 0 P M 9 3 1 9 8 4 9 16 1 4 2 1 1 5 1 6 9 10 1 2 1 5 1 1 3 7 7 1 7 0 1 8 7 1 9 5 31 4 5 0 4 8 1 04 : 4 5 P M 10 1 7 1 1 6 3 8 6 1 4 5 1 2 6 1 6 3 8 2 5 1 2 9 4 5 15 1 9 1 1 4 4 2 2 0 25 4 6 6 4 9 1 To t a l 53 10 1 31 2 1 18 5 60 57 4 58 2 7 69 2 42 77 59 4 5 17 8 38 75 5 76 3 0 86 9 12 3 19 2 4 20 4 7 05 : 0 0 P M 7 2 4 5 5 3 6 9 1 1 8 1 0 5 1 3 7 7 1 7 1 5 1 4 3 9 4 2 2 7 1 6 7 2 4 7 31 4 5 9 4 9 0 05 : 1 5 P M 17 2 4 6 5 4 7 7 1 3 8 9 4 1 5 4 11 2 2 1 2 7 4 5 11 1 9 5 1 7 8 2 2 3 24 4 6 9 4 9 3 05 : 3 0 P M 4 1 7 6 5 2 7 10 1 2 5 1 0 3 1 4 5 12 1 5 8 4 3 5 4 1 8 6 1 4 6 2 0 4 18 4 1 1 4 2 9 05 : 4 5 P M 10 2 1 2 2 3 3 7 9 5 7 4 1 0 9 6 9 1 0 5 2 5 5 1 3 8 1 0 3 1 5 3 14 3 2 0 3 3 4 To t a l 38 86 19 1 7 14 3 33 47 6 36 1 6 54 5 36 63 45 3 0 14 4 24 74 6 57 2 4 82 7 87 16 5 9 17 4 6 06 : 0 0 P M 6 6 9 6 2 1 6 9 2 8 1 1 0 6 7 1 1 5 5 2 3 9 1 3 1 6 0 1 4 6 12 2 9 6 3 0 8 06 : 1 5 P M 11 1 5 6 4 3 2 8 1 0 1 6 3 1 1 5 1 5 4 2 1 0 4 1 1 6 9 5 1 2 9 14 2 8 6 3 0 0 06 : 3 0 P M 4 6 6 5 1 6 5 8 5 4 1 9 4 7 9 6 3 2 2 6 9 1 1 5 5 1 1 2 14 2 4 4 2 5 8 06 : 4 5 P M 9 1 1 3 2 2 3 3 8 0 3 2 8 6 8 5 5 2 1 8 6 1 1 9 9 5 1 3 4 11 2 6 1 2 7 2 To t a l 30 38 24 1 7 92 22 35 8 21 7 40 1 23 30 20 1 2 73 25 45 7 39 1 5 52 1 51 10 8 7 11 3 8 Gr a n d T o t a l 18 6 3 2 4 1 0 6 7 6 6 1 6 17 2 1 9 8 2 1 6 6 7 2 2 3 2 0 15 1 2 7 9 2 0 3 1 3 5 6 3 3 12 5 2 8 4 9 2 3 7 9 5 3 2 1 1 37 8 6 7 8 0 7 1 5 8 Ap p r c h % 30 . 2 5 2 . 6 1 7 . 2 7. 4 8 5 . 4 7 . 2 23 . 9 4 4 . 1 3 2 . 1 3. 9 8 8 . 7 7 . 4 To t a l % 2. 7 4 . 8 1 . 6 9 . 1 2. 5 2 9 . 2 2 . 4 3 4 . 2 2. 2 4 . 1 3 9 . 3 1. 8 4 2 3 . 5 4 7 . 4 5. 3 9 4 . 7 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 19 2 6 12 57 13 1 3 7 18 16 8 11 2 7 27 65 14 21 4 1 2 2 4 0 53 0 03 : 1 5 P M 14 2 2 5 4 1 16 14 9 8 1 7 3 13 2 7 1 8 5 8 10 2 1 6 21 24 7 51 9 03 : 3 0 P M 20 3 0 8 58 15 15 5 17 18 7 11 30 15 5 6 6 2 1 6 1 9 2 4 1 54 2 03 : 4 5 P M 12 2 1 7 4 0 13 1 3 3 8 1 5 4 15 25 1 9 5 9 8 24 5 13 26 6 51 9 To t a l V o l u m e 65 99 32 19 6 57 57 4 51 68 2 50 10 9 79 23 8 38 89 1 65 99 4 21 1 0 % A p p . T o t a l 33 . 2 50 . 5 16 . 3 8. 4 84 . 2 7. 5 21 45 . 8 33 . 2 3. 8 89 . 6 6. 5 PH F .8 1 3 .8 2 5 .6 6 7 .8 4 5 .8 9 1 .9 2 6 .7 0 8 .9 1 2 .8 3 3 .9 0 8 .7 3 1 .9 1 5 .6 7 9 .9 0 9 .7 7 4 .9 3 4 .9 7 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-503 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 32 Th r u 99 Le f t 65 In Ou t To t a l 19 8 19 6 39 4 Right 51 Thru 574 Left 57 Out TotalIn 1035 682 1717 Le f t 50 Th r u 10 9 Ri g h t 79 Ou t To t a l In 22 1 23 8 45 9 Left 38 Thru 891 Right 65 Total OutIn 656 994 1650 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-504 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 19 2 6 12 57 13 1 3 7 18 16 8 11 2 7 27 6 5 14 21 4 1 2 24 0 +1 5 m i n s . 14 2 2 5 4 1 16 14 9 8 1 7 3 13 2 7 1 8 5 8 10 2 1 6 21 24 7 +3 0 m i n s . 20 3 0 8 58 15 15 5 17 18 7 11 30 15 5 6 6 2 1 6 1 9 24 1 +4 5 m i n s . 12 2 1 7 4 0 13 1 3 3 8 1 5 4 15 25 1 9 5 9 8 24 5 13 26 6 To t a l V o l u m e 65 99 32 19 6 57 57 4 51 68 2 50 10 9 79 23 8 38 89 1 65 99 4 % A p p . T o t a l 33 . 2 50 . 5 16 . 3 8. 4 84 . 2 7. 5 21 45 . 8 33 . 2 3. 8 89 . 6 6. 5 PH F .8 1 3 .8 2 5 .6 6 7 .8 4 5 .8 9 1 .9 2 6 .7 0 8 .9 1 2 .8 3 3 .9 0 8 .7 3 1 .9 1 5 .6 7 9 .9 0 9 .7 7 4 .9 3 4 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-505 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 1 0 0 0 1 0 4 3 1 7 0 0 3 2 3 0 7 0 0 7 3 1 8 2 1 03 : 1 5 P M 0 0 1 1 1 0 3 0 0 3 0 1 1 1 2 0 3 0 0 3 2 9 1 1 03 : 3 0 P M 0 0 1 0 1 0 0 2 1 2 0 1 3 1 4 0 2 0 0 2 2 9 1 1 03 : 4 5 P M 1 0 0 0 1 0 0 0 0 0 0 0 3 2 3 0 6 0 0 6 2 1 0 1 2 To t a l 2 0 2 1 4 0 7 5 2 12 0 2 10 6 12 0 18 0 0 18 9 46 55 04 : 0 0 P M 0 0 1 1 1 1 0 2 0 3 0 1 0 0 1 0 2 0 0 2 1 7 8 04 : 1 5 P M 0 1 0 0 1 0 0 1 0 1 0 2 0 0 2 0 1 0 0 1 0 5 5 04 : 3 0 P M 0 0 0 0 0 1 4 2 0 7 1 0 0 0 1 0 3 0 0 3 0 1 1 1 1 04 : 4 5 P M 0 0 0 0 0 1 1 0 0 2 0 1 2 1 3 0 2 0 0 2 1 7 8 To t a l 0 1 1 1 2 3 5 5 0 13 1 4 2 1 7 0 8 0 0 8 2 30 32 05 : 0 0 P M 0 0 0 0 0 0 2 1 1 3 0 0 0 0 0 0 0 0 0 0 1 3 4 05 : 1 5 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 3 3 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 2 To t a l 0 1 0 0 1 0 2 1 1 3 0 0 0 0 0 0 4 0 0 4 1 8 9 06 : 0 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 2 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 06 : 4 5 P M 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 1 1 2 To t a l 0 1 0 0 1 0 0 1 1 1 0 0 0 0 0 0 3 0 0 3 1 5 6 Gr a n d T o t a l 2 3 3 2 8 3 1 4 1 2 4 2 9 1 6 1 2 7 1 9 0 3 3 0 0 3 3 13 8 9 1 0 2 Ap p r c h % 25 3 7 . 5 3 7 . 5 10 . 3 4 8 . 3 4 1 . 4 5. 3 3 1 . 6 6 3 . 2 0 1 0 0 0 To t a l % 2. 2 3 . 4 3 . 4 9 3. 4 1 5 . 7 1 3 . 5 3 2 . 6 1. 1 6 . 7 1 3 . 5 2 1 . 3 0 3 7 . 1 0 3 7 . 1 12 . 7 8 7 . 3 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 1 0 0 1 0 4 3 7 0 0 3 3 0 7 0 7 18 03 : 1 5 P M 0 0 1 1 0 3 0 3 0 1 1 2 0 3 0 3 9 03 : 3 0 P M 0 0 1 1 0 0 2 2 0 1 3 4 0 2 0 2 9 03 : 4 5 P M 1 0 0 1 0 0 0 0 0 0 3 3 0 6 0 6 10 To t a l V o l u m e 2 0 2 4 0 7 5 12 0 2 10 12 0 18 0 18 46 % A p p . T o t a l 50 0 50 0 58 . 3 41 . 7 0 16 . 7 83 . 3 0 10 0 0 PH F .5 0 0 .0 0 0 .5 0 0 1. 0 0 .0 0 0 .4 3 8 .4 1 7 .4 2 9 .0 0 0 .5 0 0 .8 3 3 .7 5 0 .0 0 0 .6 4 3 .0 0 0 .6 4 3 .6 3 9 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-506 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 2 Th r u 0 Le f t 2 In Ou t To t a l 7 4 11 Right 5 Thru 7 Left 0 Out TotalIn 30 12 42 Le f t 0 Th r u 2 Ri g h t 10 Ou t To t a l In 0 12 12 Left 0 Thru 18 Right 0 Total OutIn 9 18 27 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-507 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 1 0 0 1 0 4 3 7 0 0 3 3 0 7 0 7 +1 5 m i n s . 0 0 1 1 0 3 0 3 0 1 1 2 0 3 0 3 +3 0 m i n s . 0 0 1 1 0 0 2 2 0 1 3 4 0 2 0 2 +4 5 m i n s . 1 0 0 1 0 0 0 0 0 0 3 3 0 6 0 6 To t a l V o l u m e 2 0 2 4 0 7 5 12 0 2 10 12 0 18 0 18 % A p p . T o t a l 50 0 50 0 58 . 3 41 . 7 0 16 . 7 83 . 3 0 10 0 0 PH F .5 0 0 .0 0 0 .5 0 0 1. 0 0 0 .0 0 0 .4 3 8 .4 1 7 .4 2 9 .0 0 0 .5 0 0 .8 3 3 .7 5 0 .0 0 0 .6 4 3 .0 0 0 .6 4 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-508 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 03 : 4 5 P M 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 2 2 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 1 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 1 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 1 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 0 1 0 1 2 0 0 0 2 0 0 1 0 1 0 4 4 Ap p r c h % 0 0 0 0 0 1 0 0 10 0 0 0 0 0 1 0 0 To t a l % 0 0 0 0 0 0 2 5 2 5 50 0 0 5 0 0 0 2 5 2 5 0 1 0 0 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 03 : 4 5 P M 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 To t a l V o l u m e 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 2 % A p p . T o t a l 0 0 0 0 0 10 0 0 0 0 0 0 10 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-509 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 1 0 1 Right 1 Thru 0 Left 0 Out TotalIn 0 1 1 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 1 0 1 Left 0 Thru 0 Right 1 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-510 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 +4 5 m i n s . 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 % A p p . T o t a l 0 0 0 0 0 10 0 0 0 0 0 0 10 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-511 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 Ap p r c h % 0 0 0 0 1 0 0 0 0 0 0 0 0 0 To t a l % 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 % A p p . T o t a l 0 0 0 0 10 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-512 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 1 Left 0 Out TotalIn 0 1 1 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Total OutIn 1 0 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-513 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 10 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-514 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 10 1 3 7 6 3 0 11 1 2 0 1 1 6 1 4 2 10 9 1 0 8 2 9 4 8 2 8 1 9 4 21 2 9 5 3 1 6 10 : 1 5 A M 9 1 0 6 4 2 5 8 1 1 5 8 1 1 3 1 9 2 3 1 3 5 4 5 4 9 9 1 0 3 1 1 3 13 3 1 4 3 2 7 10 : 3 0 A M 10 9 6 5 2 5 7 1 2 2 7 3 1 3 6 10 2 0 9 5 3 9 8 1 0 0 1 4 4 1 2 2 17 3 2 2 3 3 9 10 : 4 5 A M 10 1 3 9 3 3 2 11 1 3 5 1 0 6 1 5 6 3 1 6 9 7 2 8 5 9 3 1 0 3 1 0 8 19 3 2 4 3 4 3 To t a l 39 45 28 1 8 11 2 37 49 2 36 1 6 56 5 32 68 41 2 5 14 1 21 37 4 42 1 1 43 7 70 12 5 5 13 2 5 11 : 0 0 A M 8 1 4 5 4 2 7 8 1 2 0 8 2 1 3 6 11 2 3 1 4 9 4 8 6 8 8 8 2 1 0 2 17 3 1 3 3 3 0 11 : 1 5 A M 9 1 5 5 2 2 9 3 9 6 6 1 1 0 5 11 1 3 7 5 3 1 5 1 0 8 1 3 4 1 2 6 12 2 9 1 3 0 3 11 : 3 0 A M 15 1 5 5 3 3 5 16 1 4 1 8 1 1 6 5 11 1 2 1 5 9 3 8 5 1 1 8 1 0 6 1 3 3 19 3 7 1 3 9 0 11 : 4 5 A M 14 1 7 7 5 3 8 7 1 3 4 1 7 7 1 5 8 11 1 9 9 6 3 9 3 1 0 3 1 0 5 1 1 6 23 3 5 1 3 7 4 To t a l 46 61 22 1 4 12 9 34 49 1 39 1 1 56 4 44 67 45 2 9 15 6 19 41 7 41 1 7 47 7 71 13 2 6 13 9 7 12 : 0 0 P M 15 1 5 2 2 3 2 3 1 3 7 8 5 1 4 8 9 1 9 3 3 3 1 10 1 1 6 1 2 7 1 3 8 17 3 4 9 3 6 6 12 : 1 5 P M 10 1 0 4 2 2 4 12 1 4 7 1 3 3 1 7 2 12 1 7 1 0 9 3 9 7 1 2 3 2 1 1 2 1 5 1 26 3 8 6 4 1 2 12 : 3 0 P M 22 1 3 7 4 4 2 6 1 2 7 7 1 1 4 0 13 1 8 7 6 3 8 9 1 1 3 7 2 1 2 9 13 3 4 9 3 6 2 12 : 4 5 P M 17 2 4 1 0 9 5 1 4 1 2 2 1 1 3 1 3 7 8 2 6 8 5 4 2 9 1 0 9 1 9 6 1 3 7 23 3 6 7 3 9 0 To t a l 64 62 23 1 7 14 9 25 53 3 39 1 2 59 7 42 80 28 2 3 15 0 35 46 1 59 2 7 55 5 79 14 5 1 15 3 0 01 : 0 0 P M 7 1 3 7 5 2 7 4 1 0 9 8 3 1 2 1 10 1 0 4 4 2 4 13 1 3 7 7 3 1 5 7 15 3 2 9 3 4 4 01 : 1 5 P M 7 2 3 2 2 3 2 4 1 0 0 1 0 3 1 1 4 11 9 8 7 2 8 5 1 6 7 1 6 5 1 8 8 17 3 6 2 3 7 9 01 : 3 0 P M 20 1 1 8 3 3 9 6 1 4 0 8 5 1 5 4 17 1 8 5 3 4 0 13 1 5 0 2 0 1 0 1 8 3 21 4 1 6 4 3 7 01 : 4 5 P M 20 1 7 9 8 4 6 4 1 2 4 1 0 4 1 3 8 9 1 8 8 2 3 5 8 1 1 9 1 4 5 1 4 1 19 3 6 0 3 7 9 To t a l 54 64 26 1 8 14 4 18 47 3 36 1 5 52 7 47 55 25 1 6 12 7 39 57 3 57 2 3 66 9 72 14 6 7 15 3 9 Gr a n d T o t a l 20 3 2 3 2 9 9 6 7 5 3 4 11 4 1 9 8 9 1 5 0 5 4 2 2 5 3 16 5 2 7 0 1 3 9 9 3 5 7 4 11 4 1 8 2 5 1 9 9 7 8 2 1 3 8 29 2 5 4 9 9 5 7 9 1 Ap p r c h % 38 4 3 . 4 1 8 . 5 5. 1 8 8 . 3 6 . 7 28 . 7 4 7 2 4 . 2 5. 3 8 5 . 4 9 . 3 To t a l % 3. 7 4 . 2 1 . 8 9 . 7 2. 1 3 6 . 2 2 . 7 4 1 3 4 . 9 2 . 5 1 0 . 4 2. 1 3 3 . 2 3 . 6 3 8 . 9 5 9 5 Pa s s e n g e r V e h i c l e s 19 5 22 8 98 58 7 11 0 19 6 3 14 3 22 6 8 16 2 26 1 13 6 65 1 11 2 17 9 4 19 6 21 7 9 0 0 56 8 5 % P a s s e n g e r V e h i c l e s 96 . 1 9 8 . 3 9 9 9 8 . 5 9 7 . 7 96 . 5 9 8 . 7 9 5 . 3 9 6 . 3 9 8 . 3 98 . 2 9 6 . 7 9 7 . 8 9 8 . 9 9 7 . 6 98 . 2 9 8 . 3 9 8 . 5 9 8 . 7 9 8 . 3 0 0 9 8 . 2 La r g e 2 A x l e V e h i c l e s 8 3 1 13 4 24 7 37 3 8 3 15 2 29 3 35 0 0 10 0 % L a r g e 2 A x l e V e h i c l e s 3. 9 1 . 3 1 1 . 5 2 . 2 3. 5 1 . 2 4 . 7 3 . 7 1 . 6 1. 8 3 2 . 2 1 . 1 2 . 2 1. 8 1 . 6 1 . 5 1 . 3 1 . 6 0 0 1 . 7 3 A x l e V e h i c l e s 0 1 0 1 0 2 0 2 0 1 0 1 0 1 0 1 0 0 5 % 3 A x l e V e h i c l e s 0 0 . 4 0 0 0 . 2 0 0 . 1 0 0 0 . 1 0 0 . 4 0 0 0 . 1 0 0 . 1 0 0 0 0 0 0 . 1 4+ A x l e T r u c k s 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 % 4 + A x l e T r u c k s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 1 0 0 0 0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-515 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 4 5 P M 12 : 4 5 P M 17 24 1 0 5 1 4 1 2 2 11 13 7 8 26 8 4 2 9 1 0 9 1 9 1 3 7 36 7 01 : 0 0 P M 7 1 3 7 2 7 4 1 0 9 8 1 2 1 10 1 0 4 2 4 13 13 7 7 1 5 7 32 9 01 : 1 5 P M 7 2 3 2 3 2 4 1 0 0 1 0 1 1 4 11 9 8 2 8 5 16 7 16 18 8 36 2 01 : 3 0 P M 20 11 8 3 9 6 1 4 0 8 15 4 17 18 5 4 0 13 1 5 0 20 18 3 41 6 To t a l V o l u m e 51 71 27 14 9 18 47 1 37 52 6 46 63 25 13 4 40 56 3 62 66 5 14 7 4 % A p p . T o t a l 34 . 2 47 . 7 18 . 1 3. 4 89 . 5 7 34 . 3 47 18 . 7 6 84 . 7 9. 3 PH F .6 3 8 .7 4 0 .6 7 5 .7 3 0 .7 5 0 .8 4 1 .8 4 1 .8 5 4 .6 7 6 .6 0 6 .7 8 1 .7 9 8 .7 6 9 .8 4 3 .7 7 5 .8 8 4 .8 8 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-516 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 27 Th r u 71 Le f t 51 In Ou t To t a l 14 0 14 9 28 9 Right 37 Thru 471 Left 18 Out TotalIn 639 526 1165 Le f t 46 Th r u 63 Ri g h t 25 Ou t To t a l In 15 1 13 4 28 5 Left 40 Thru 563 Right 62 Total OutIn 544 665 1209 Pe a k H o u r B e g i n s a t 1 2 : 4 5 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-517 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 3 0 P M 11 : 3 0 A M 10 : 1 5 A M 01 : 0 0 P M +0 m i n s . 22 13 7 4 2 16 14 1 8 1 6 5 9 23 13 4 5 13 13 7 7 15 7 +1 5 m i n s . 17 24 1 0 5 1 7 1 3 4 17 15 8 10 2 0 9 3 9 5 16 7 16 18 8 +3 0 m i n s . 7 1 3 7 2 7 3 1 3 7 8 1 4 8 3 1 6 9 2 8 13 1 5 0 20 18 3 +4 5 m i n s . 7 2 3 2 3 2 12 14 7 13 17 2 11 23 14 4 8 8 1 1 9 1 4 14 1 To t a l V o l u m e 53 73 26 15 2 38 55 9 46 64 3 33 82 45 16 0 39 57 3 57 66 9 % A p p . T o t a l 34 . 9 48 17 . 1 5. 9 86 . 9 7. 2 20 . 6 51 . 2 28 . 1 5. 8 85 . 7 8. 5 PH F .6 0 2 .7 6 0 .6 5 0 .7 4 5 .5 9 4 .9 5 1 .6 7 6 .9 3 5 .7 5 0 .8 9 1 .8 0 4 .8 3 3 .7 5 0 .8 5 8 .7 1 3 .8 9 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-518 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 10 1 2 7 6 2 9 11 1 1 7 1 1 6 1 3 9 10 9 1 0 8 2 9 4 7 9 8 1 9 1 21 2 8 8 3 0 9 10 : 1 5 A M 8 1 0 6 4 2 4 8 1 1 2 8 1 1 2 8 8 2 3 1 3 5 4 4 4 9 3 1 0 3 1 0 7 13 3 0 3 3 1 6 10 : 3 0 A M 10 9 6 5 2 5 7 1 2 1 6 3 1 3 4 10 2 0 9 5 3 9 7 9 7 1 4 4 1 1 8 17 3 1 6 3 3 3 10 : 4 5 A M 9 1 3 9 3 3 1 9 1 3 5 7 4 1 5 1 3 1 4 9 7 2 6 5 9 2 1 0 3 1 0 7 17 3 1 5 3 3 2 To t a l 37 44 28 1 8 10 9 35 48 5 32 1 4 55 2 31 66 41 2 5 13 8 20 36 1 42 1 1 42 3 68 12 2 2 12 9 0 11 : 0 0 A M 7 1 4 5 4 2 6 8 1 1 7 8 2 1 3 3 11 2 2 1 3 9 4 6 6 8 7 7 2 1 0 0 17 3 0 5 3 2 2 11 : 1 5 A M 8 1 5 5 2 2 8 3 9 5 6 1 1 0 4 11 1 3 7 5 3 1 5 1 0 8 1 2 4 1 2 5 12 2 8 8 3 0 0 11 : 3 0 A M 15 1 5 4 2 3 4 15 1 3 9 8 1 1 6 2 11 1 1 1 3 8 3 5 5 1 1 6 9 5 1 3 0 16 3 6 1 3 7 7 11 : 4 5 A M 13 1 7 7 5 3 7 7 1 3 3 1 7 7 1 5 7 11 1 8 9 6 3 8 3 1 0 2 1 0 5 1 1 5 23 3 4 7 3 7 0 To t a l 43 61 21 1 3 12 5 33 48 4 39 1 1 55 6 44 64 42 2 8 15 0 19 41 3 38 1 6 47 0 68 13 0 1 13 6 9 12 : 0 0 P M 14 1 4 2 2 3 0 3 1 3 3 7 5 1 4 3 9 1 9 3 3 3 1 10 1 1 4 1 2 7 1 3 6 17 3 4 0 3 5 7 12 : 1 5 P M 10 1 0 4 2 2 4 11 1 4 4 1 2 3 1 6 7 11 1 7 1 0 9 3 8 7 1 2 3 2 1 1 2 1 5 1 26 3 8 0 4 0 6 12 : 3 0 P M 22 1 3 7 4 4 2 6 1 2 5 7 1 1 3 8 13 1 8 7 6 3 8 8 1 1 0 7 2 1 2 5 13 3 4 3 3 5 6 12 : 4 5 P M 17 2 3 1 0 9 5 0 4 1 2 2 1 0 3 1 3 6 8 2 5 8 5 4 1 9 1 0 8 1 9 6 1 3 6 23 3 6 3 3 8 6 To t a l 63 60 23 1 7 14 6 24 52 4 36 1 2 58 4 41 79 28 2 3 14 8 34 45 5 59 2 7 54 8 79 14 2 6 15 0 5 01 : 0 0 P M 7 1 3 7 5 2 7 4 1 0 9 8 3 1 2 1 10 1 0 4 4 2 4 13 1 3 6 7 3 1 5 6 15 3 2 8 3 4 3 01 : 1 5 P M 7 2 3 2 2 3 2 4 1 0 0 1 0 3 1 1 4 11 8 8 7 2 7 5 1 6 5 1 6 5 1 8 6 17 3 5 9 3 7 6 01 : 3 0 P M 19 1 1 8 3 3 8 6 1 3 9 8 5 1 5 3 17 1 8 5 3 4 0 13 1 4 6 2 0 1 0 1 7 9 21 4 1 0 4 3 1 01 : 4 5 P M 19 1 6 9 8 4 4 4 1 2 2 1 0 4 1 3 6 8 1 6 8 2 3 2 8 1 1 8 1 4 5 1 4 0 19 3 5 2 3 7 1 To t a l 52 63 26 1 8 14 1 18 47 0 36 1 5 52 4 46 52 25 1 6 12 3 39 56 5 57 2 3 66 1 72 14 4 9 15 2 1 Gr a n d T o t a l 19 5 2 2 8 9 8 6 6 5 2 1 11 0 1 9 6 3 1 4 3 5 2 2 2 1 6 16 2 2 6 1 1 3 6 9 2 5 5 9 11 2 1 7 9 4 1 9 6 7 7 2 1 0 2 28 7 5 3 9 8 5 6 8 5 Ap p r c h % 37 . 4 4 3 . 8 1 8 . 8 5 8 8 . 6 6 . 5 29 4 6 . 7 2 4 . 3 5. 3 8 5 . 3 9 . 3 To t a l % 3. 6 4 . 2 1 . 8 9 . 7 2 3 6 . 4 2 . 6 4 1 . 1 3 4 . 8 2 . 5 1 0 . 4 2. 1 3 3 . 2 3 . 6 3 8 . 9 5 9 5 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 4 5 P M 12 : 4 5 P M 17 23 1 0 50 4 1 2 2 10 13 6 8 25 8 41 9 1 0 8 1 9 1 3 6 36 3 01 : 0 0 P M 7 1 3 7 2 7 4 1 0 9 8 1 2 1 10 1 0 4 2 4 13 13 6 7 1 5 6 32 8 01 : 1 5 P M 7 2 3 2 3 2 4 1 0 0 1 0 1 1 4 11 8 8 2 7 5 16 5 16 18 6 35 9 01 : 3 0 P M 19 11 8 3 8 6 1 3 9 8 15 3 17 18 5 4 0 13 1 4 6 20 17 9 41 0 To t a l V o l u m e 50 70 27 14 7 18 47 0 36 52 4 46 61 25 13 2 40 55 5 62 65 7 14 6 0 % A p p . T o t a l 34 47 . 6 18 . 4 3. 4 89 . 7 6. 9 34 . 8 46 . 2 18 . 9 6. 1 84 . 5 9. 4 PH F .6 5 8 .7 6 1 .6 7 5 .7 3 5 .7 5 0 .8 4 5 .9 0 0 .8 5 6 .6 7 6 .6 1 0 .7 8 1 .8 0 5 .7 6 9 .8 4 1 .7 7 5 .8 8 3 .8 9 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-519 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 27 Th r u 70 Le f t 50 In Ou t To t a l 13 7 14 7 28 4 Right 36 Thru 470 Left 18 Out TotalIn 630 524 1154 Le f t 46 Th r u 61 Ri g h t 25 Ou t To t a l In 15 0 13 2 28 2 Left 40 Thru 555 Right 62 Total OutIn 543 657 1200 Pe a k H o u r B e g i n s a t 1 2 : 4 5 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-520 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M +0 m i n s . 17 23 1 0 5 0 4 1 2 2 10 13 6 8 25 8 4 1 9 1 0 8 1 9 13 6 +1 5 m i n s . 7 1 3 7 2 7 4 1 0 9 8 1 2 1 10 1 0 4 2 4 13 13 6 7 15 6 +3 0 m i n s . 7 2 3 2 3 2 4 1 0 0 1 0 1 1 4 11 8 8 2 7 5 16 5 16 18 6 +4 5 m i n s . 19 11 8 3 8 6 1 3 9 8 15 3 17 18 5 4 0 13 1 4 6 20 17 9 To t a l V o l u m e 50 70 27 14 7 18 47 0 36 52 4 46 61 25 13 2 40 55 5 62 65 7 % A p p . T o t a l 34 47 . 6 18 . 4 3. 4 89 . 7 6. 9 34 . 8 46 . 2 18 . 9 6. 1 84 . 5 9. 4 PH F .6 5 8 .7 6 1 .6 7 5 .7 3 5 .7 5 0 .8 4 5 .9 0 0 .8 5 6 .6 7 6 .6 1 0 .7 8 1 .8 0 5 .7 6 9 .8 4 1 .7 7 5 .8 8 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-521 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 5 5 10 : 1 5 A M 1 0 0 0 1 0 3 0 0 3 1 0 0 0 1 0 5 0 0 5 0 1 0 1 0 10 : 3 0 A M 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 1 2 0 0 3 0 5 5 10 : 4 5 A M 1 0 0 0 1 2 0 3 2 5 0 1 0 0 1 0 1 0 0 1 2 8 1 0 To t a l 2 0 0 0 2 2 6 4 2 12 1 1 0 0 2 1 11 0 0 12 2 28 30 11 : 0 0 A M 1 0 0 0 1 0 2 0 0 2 0 1 1 0 2 0 1 1 0 2 0 7 7 11 : 1 5 A M 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 3 3 11 : 3 0 A M 0 0 1 1 1 1 2 0 0 3 0 1 2 1 3 0 2 1 1 3 3 1 0 1 3 11 : 4 5 A M 1 0 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 4 4 To t a l 3 0 1 1 4 1 6 0 0 7 0 3 3 1 6 0 4 3 1 7 3 24 27 12 : 0 0 P M 1 1 0 0 2 0 4 1 0 5 0 0 0 0 0 0 2 0 0 2 0 9 9 12 : 1 5 P M 0 0 0 0 0 1 3 1 0 5 1 0 0 0 1 0 0 0 0 0 0 6 6 12 : 3 0 P M 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 1 3 0 0 4 0 6 6 12 : 4 5 P M 0 1 0 0 1 0 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0 4 4 To t a l 1 2 0 0 3 1 9 3 0 13 1 1 0 0 2 1 6 0 0 7 0 25 25 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 0 3 3 01 : 3 0 P M 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 6 6 01 : 4 5 P M 1 1 0 0 2 0 2 0 0 2 1 2 0 0 3 0 1 0 0 1 0 8 8 To t a l 2 1 0 0 3 0 3 0 0 3 1 3 0 0 4 0 8 0 0 8 0 18 18 Gr a n d T o t a l 8 3 1 1 1 2 4 2 4 7 2 3 5 3 8 3 1 1 4 2 2 9 3 1 3 4 5 9 5 1 0 0 Ap p r c h % 66 . 7 2 5 8 . 3 11 . 4 6 8 . 6 2 0 21 . 4 5 7 . 1 2 1 . 4 5. 9 8 5 . 3 8 . 8 To t a l % 8. 4 3 . 2 1 . 1 1 2 . 6 4. 2 2 5 . 3 7 . 4 3 6 . 8 3. 2 8 . 4 3 . 2 1 4 . 7 2. 1 3 0 . 5 3 . 2 3 5 . 8 5 9 5 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 4 5 P M 12 : 4 5 P M 0 1 0 1 0 0 1 1 0 1 0 1 0 1 0 1 4 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 2 3 01 : 3 0 P M 1 0 0 1 0 1 0 1 0 0 0 0 0 4 0 4 6 To t a l V o l u m e 1 1 0 2 0 1 1 2 0 2 0 2 0 8 0 8 14 % A p p . T o t a l 50 50 0 0 50 50 0 10 0 0 0 10 0 0 PH F .2 5 0 .2 5 0 .0 0 0 .5 0 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .5 8 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-522 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 0 Th r u 1 Le f t 1 In Ou t To t a l 3 2 5 Right 1 Thru 1 Left 0 Out TotalIn 9 2 11 Le f t 0 Th r u 2 Ri g h t 0 Ou t To t a l In 1 2 3 Left 0 Thru 8 Right 0 Total OutIn 1 8 9 Pe a k H o u r B e g i n s a t 1 2 : 4 5 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-523 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M +0 m i n s . 0 1 0 1 0 0 1 1 0 1 0 1 0 1 0 1 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 2 +4 5 m i n s . 1 0 0 1 0 1 0 1 0 0 0 0 0 4 0 4 To t a l V o l u m e 1 1 0 2 0 1 1 2 0 2 0 2 0 8 0 8 % A p p . T o t a l 50 50 0 0 50 50 0 10 0 0 0 10 0 0 PH F .2 5 0 .2 5 0 .0 0 0 .5 0 0 .0 0 0 .2 5 0 .2 5 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 .0 0 0 .5 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-524 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 2 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 To t a l 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 4 4 11 : 0 0 A M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 1 0 0 1 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 5 5 Ap p r c h % 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 To t a l % 0 2 0 0 2 0 0 4 0 0 4 0 0 2 0 0 2 0 0 2 0 0 2 0 0 1 0 0 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 4 5 P M 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-525 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 2 : 4 5 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-526 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-527 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 Ap p r c h % 0 0 0 0 0 0 0 0 0 0 1 0 0 0 To t a l % 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 2 : 4 5 P M 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-528 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r E l d o r a d o D r i v e Country Club Drive Country Club Drive E l d o r a d o D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 2 : 4 5 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-529 Fi l e N a m e : 1 1 _ P L D _ E l d o r a d o _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : E l d o r a d o D r i v e E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r El d o r a d o D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d El d o r a d o D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 2 : 4 5 P M t o 0 1 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M 12 : 4 5 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-530 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Eldorado Drive Country Club Drive Eldorado Drive Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 4 0 1 1 6 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Eldorado Drive Country Club Drive Eldorado Drive Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 3 1 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1 0 1 6 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Eldorado Drive Country Club Drive Eldorado Drive Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2 0 0 0 2 0 0 1 0 1 2 0 0 0 2 0 0 2 0 2 0 0 0 0 0 1 0 0 0 1 1 0 1 0 2 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 6 4 5 0 15 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Palm Desert Eldorado Drive Country Club Drive PEDESTRIANS 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-531 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 1 0 3 0 0 0 0 0 0 1 0 0 0 2 0 3 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 1 0 1 1 1 0 5 0 13 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 1 0 4 0 0 0 0 1 0 0 0 0 0 1 0 2 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 2 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 4 0 0 0 1 1 5 0 13 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 0 0 0 0 5 1 0 0 0 0 0 0 6 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 10 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 2 0 0 0 0 3 0 0 0 0 0 0 0 3 0 0 3 0 10 1 0 2 0 1 18 0 35 4:00 PM 4:15 PM 4:30 PM 4:45 PM Country Club Drive Eldorado Drive Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound 6:30 PM 6:45 PM Eldorado Drive Country Club Drive Eldorado Drive 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM Country Club Drive TOTAL VOLUMES: Eldorado Drive Country Club Drive Eldorado Drive Country Club Drive Southbound Westbound Northbound Eastbound 5:00 PM Southbound Westbound Northbound Eastbound Eldorado Drive Country Club Drive Eldorado Drive Country Club Drive 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-532 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 47 5 0 3 1 1 0 0 12 1 2 2 4 0 1 3 1 7 4 15 3 5 3 3 1 8 8 3 4 2 2 6 2 8 8 2 5 8 40 6 1 5 6 5 5 03 : 1 5 P M 54 3 8 4 3 9 6 12 1 5 2 3 3 1 2 1 9 7 12 3 4 3 3 1 9 7 9 9 2 3 1 2 0 8 2 6 0 42 6 3 2 6 7 4 03 : 3 0 P M 60 3 4 8 5 1 0 2 12 1 4 9 4 8 1 0 2 0 9 8 4 4 1 7 7 6 9 4 1 9 5 2 0 5 2 1 9 27 5 9 9 6 2 6 03 : 4 5 P M 55 3 2 3 2 9 0 13 1 2 3 4 2 2 1 1 7 8 13 3 2 3 1 1 8 7 6 4 2 3 3 2 9 3 2 6 6 44 6 1 0 6 5 4 To t a l 21 6 15 4 18 1 1 38 8 49 54 6 16 3 5 6 75 8 48 14 5 11 4 6 2 30 7 21 88 5 97 2 4 10 0 3 15 3 24 5 6 26 0 9 04 : 0 0 P M 49 3 5 5 3 8 9 8 1 2 4 3 8 9 1 7 0 14 1 9 2 7 1 4 6 0 6 1 9 4 2 2 5 2 2 2 31 5 4 1 5 7 2 04 : 1 5 P M 62 4 6 2 2 1 1 0 7 1 3 7 3 7 1 3 1 8 1 9 3 0 3 3 9 7 2 5 1 9 9 1 8 6 2 2 2 30 5 8 5 6 1 5 04 : 3 0 P M 43 4 7 7 3 9 7 9 1 2 3 3 7 1 1 1 6 9 6 3 1 1 6 1 0 5 3 4 1 8 0 1 3 6 1 9 7 30 5 1 6 5 4 6 04 : 4 5 P M 48 5 4 4 3 1 0 6 12 1 0 7 2 9 8 1 4 8 7 3 1 1 8 7 5 6 4 2 0 4 2 3 8 2 3 1 26 5 4 1 5 6 7 To t a l 20 2 18 2 18 1 1 40 2 36 49 1 14 1 4 1 66 8 36 11 1 94 4 0 24 1 19 77 7 76 2 5 87 2 11 7 21 8 3 23 0 0 05 : 0 0 P M 49 4 3 1 1 6 1 0 3 9 1 3 1 5 6 1 0 1 9 6 13 2 0 3 1 1 4 6 4 6 2 0 6 1 2 1 2 2 4 31 5 8 7 6 1 8 05 : 1 5 P M 60 5 6 6 4 1 2 2 6 1 3 0 2 9 7 1 6 5 9 3 7 1 5 9 6 1 10 2 5 8 2 9 5 2 9 7 25 6 4 5 6 7 0 05 : 3 0 P M 48 3 9 5 3 9 2 4 1 1 0 3 7 6 1 5 1 4 3 1 1 6 8 5 1 4 1 8 7 1 4 7 2 0 5 24 4 9 9 5 2 3 05 : 4 5 P M 45 3 8 1 0 8 4 9 1 0 2 3 6 1 0 1 4 7 7 3 1 2 1 1 1 5 9 4 1 3 5 1 4 3 1 5 3 24 4 4 3 4 6 7 To t a l 20 2 17 6 23 1 3 40 1 28 47 3 15 8 3 3 65 9 33 11 9 83 4 2 23 5 24 78 6 69 1 6 87 9 10 4 21 7 4 22 7 8 06 : 0 0 P M 31 3 3 3 0 6 7 5 1 0 1 2 4 1 1 1 3 0 5 2 2 1 4 1 0 4 1 3 1 2 5 7 2 1 3 5 23 3 7 3 3 9 6 06 : 1 5 P M 22 2 1 3 1 4 6 8 7 7 2 0 6 1 0 5 6 9 8 8 2 3 3 1 2 3 1 1 2 1 3 7 17 3 1 1 3 2 8 06 : 3 0 P M 16 2 4 5 3 4 5 2 8 2 2 6 9 1 1 0 4 1 7 6 1 2 7 1 9 9 8 2 1 0 8 15 2 9 0 3 0 5 06 : 4 5 P M 18 2 2 2 1 4 2 0 6 3 1 2 8 7 5 3 1 7 1 6 7 3 6 6 9 7 6 1 1 0 9 17 2 6 2 2 7 9 To t a l 87 10 0 13 5 20 0 15 32 3 82 3 4 42 0 18 65 44 2 6 12 7 13 44 4 32 7 48 9 72 12 3 6 13 0 8 Gr a n d T o t a l 70 7 6 1 2 7 2 4 0 1 3 9 1 12 8 1 8 3 3 5 4 4 1 6 4 2 5 0 5 13 5 4 4 0 3 3 5 1 7 0 9 1 0 77 2 8 9 2 2 7 4 7 2 3 2 4 3 44 6 8 0 4 9 8 4 9 5 Ap p r c h % 50 . 8 4 4 5 . 2 5. 1 7 3 . 2 2 1 . 7 14 . 8 4 8 . 4 3 6 . 8 2. 4 8 9 . 2 8 . 4 To t a l % 8. 8 7 . 6 0 . 9 1 7 . 3 1. 6 2 2 . 8 6 . 8 3 1 . 1 1. 7 5 . 5 4 . 2 1 1 . 3 1 3 5 . 9 3 . 4 4 0 . 3 5. 3 9 4 . 7 Pa s s e n g e r V e h i c l e s 69 7 60 8 70 14 1 4 12 6 18 1 8 53 8 26 4 4 13 5 43 1 33 1 10 6 6 76 28 4 3 26 8 32 5 8 0 0 83 8 2 % P a s s e n g e r V e h i c l e s 98 . 6 9 9 . 3 9 7 . 2 9 7 . 5 9 8 . 8 98 . 4 9 9 . 2 9 8 . 9 9 8 . 8 9 9 . 1 10 0 9 8 9 8 . 8 9 9 . 4 9 8 . 7 98 . 7 9 8 . 3 9 7 . 8 9 8 . 6 9 8 . 3 0 0 9 8 . 7 La r g e 2 A x l e V e h i c l e s 10 4 2 17 2 14 5 22 0 9 3 13 1 46 6 54 0 0 10 6 % L a r g e 2 A x l e V e h i c l e s 1. 4 0 . 7 2 . 8 2 . 5 1 . 2 1. 6 0 . 8 0 . 9 0 . 6 0 . 8 0 2 0 . 9 0 . 6 1 . 2 1. 3 1 . 6 2 . 2 1 . 4 1 . 6 0 0 1 . 2 3 A x l e V e h i c l e s 0 0 0 0 0 1 1 3 0 0 1 1 0 1 0 1 0 0 5 % 3 A x l e V e h i c l e s 0 0 0 0 0 0 0 . 1 0 . 2 0 . 6 0 . 1 0 0 0 . 3 0 0 . 1 0 0 0 0 0 0 0 0 . 1 4+ A x l e T r u c k s 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 2 % 4 + A x l e T r u c k s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 1 0 0 0 . 1 0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-533 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 47 50 3 1 0 0 12 1 2 2 4 0 1 7 4 15 35 33 8 3 4 2 2 6 2 8 2 5 8 61 5 03 : 1 5 P M 54 3 8 4 9 6 12 15 2 33 1 9 7 12 3 4 3 3 7 9 9 23 1 2 0 2 6 0 63 2 03 : 3 0 P M 60 34 8 1 0 2 12 1 4 9 48 2 0 9 8 44 17 6 9 4 1 9 5 2 0 2 1 9 59 9 03 : 4 5 P M 55 3 2 3 9 0 13 12 3 4 2 1 7 8 13 3 2 3 1 7 6 4 23 3 2 9 2 6 6 61 0 To t a l V o l u m e 21 6 15 4 18 38 8 49 54 6 16 3 75 8 48 14 5 11 4 30 7 21 88 5 97 10 0 3 24 5 6 % A p p . T o t a l 55 . 7 39 . 7 4. 6 6. 5 72 21 . 5 15 . 6 47 . 2 37 . 1 2. 1 88 . 2 9. 7 PH F .9 0 0 .7 7 0 .5 6 3 .9 5 1 .9 4 2 .8 9 8 .8 4 9 .9 0 7 .8 0 0 .8 2 4 .8 6 4 .9 2 5 .5 8 3 .9 5 0 .8 3 6 .9 4 3 .9 7 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-534 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 18 Th r u 15 4 Le f t 21 6 In Ou t To t a l 32 9 38 8 71 7 Right 163 Thru 546 Left 49 Out TotalIn 1215 758 1973 Le f t 48 Th r u 14 5 Ri g h t 11 4 Ou t To t a l In 30 0 30 7 60 7 Left 21 Thru 885 Right 97 Total OutIn 612 1003 1615 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-535 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 43 4 7 7 9 7 12 1 2 2 4 0 1 7 4 15 35 33 8 3 4 2 2 6 2 8 25 8 +1 5 m i n s . 48 5 4 4 1 0 6 12 15 2 33 1 9 7 12 3 4 3 3 7 9 9 23 1 2 0 26 0 +3 0 m i n s . 49 4 3 11 10 3 12 1 4 9 48 2 0 9 8 44 17 6 9 4 1 9 5 2 0 21 9 +4 5 m i n s . 60 5 6 6 12 2 13 12 3 4 2 1 7 8 13 3 2 3 1 7 6 4 23 3 2 9 26 6 To t a l V o l u m e 20 0 20 0 28 42 8 49 54 6 16 3 75 8 48 14 5 11 4 30 7 21 88 5 97 10 0 3 % A p p . T o t a l 46 . 7 46 . 7 6. 5 6. 5 72 21 . 5 15 . 6 47 . 2 37 . 1 2. 1 88 . 2 9. 7 PH F .8 3 3 .8 9 3 .6 3 6 .8 7 7 .9 4 2 .8 9 8 .8 4 9 .9 0 7 .8 0 0 .8 2 4 .8 6 4 .9 2 5 .5 8 3 .9 5 0 .8 3 6 .9 4 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-536 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 47 4 9 3 1 9 9 12 1 2 1 4 0 1 3 1 7 3 15 3 2 3 0 1 7 7 7 4 2 1 7 2 7 8 2 4 8 39 5 9 7 6 3 6 03 : 1 5 P M 53 3 7 4 3 9 4 11 1 5 0 3 2 1 1 1 9 3 12 3 2 3 3 1 9 7 7 9 2 2 4 1 7 8 2 5 0 41 6 1 4 6 5 5 03 : 3 0 P M 59 3 4 8 5 1 0 1 12 1 4 7 4 6 1 0 2 0 5 8 4 3 1 7 7 6 8 4 1 9 2 2 0 5 2 1 6 27 5 9 0 6 1 7 03 : 4 5 P M 54 3 1 3 2 8 8 13 1 2 3 4 0 2 0 1 7 6 13 3 2 3 0 1 8 7 5 4 2 2 7 2 8 3 2 5 9 43 5 9 8 6 4 1 To t a l 21 3 15 1 18 1 1 38 2 48 54 1 15 8 5 4 74 7 48 13 9 11 0 6 1 29 7 21 86 0 92 2 4 97 3 15 0 23 9 9 25 4 9 04 : 0 0 P M 48 3 5 5 3 8 8 8 1 2 3 3 8 9 1 6 9 14 1 9 2 7 1 4 6 0 6 1 8 9 2 2 5 2 1 7 31 5 3 4 5 6 5 04 : 1 5 P M 60 4 5 2 2 1 0 7 7 1 3 7 3 7 1 3 1 8 1 9 3 0 3 3 9 7 2 5 1 9 2 1 8 6 2 1 5 30 5 7 5 6 0 5 04 : 3 0 P M 43 4 7 7 3 9 7 9 1 2 3 3 7 1 1 1 6 9 6 3 1 1 6 1 0 5 3 4 1 7 5 1 2 5 1 9 1 29 5 1 0 5 3 9 04 : 4 5 P M 47 5 4 4 3 1 0 5 11 1 0 4 2 8 8 1 4 3 7 2 9 1 8 7 5 4 4 2 0 0 2 3 8 2 2 7 26 5 2 9 5 5 5 To t a l 19 8 18 1 18 1 1 39 7 35 48 7 14 0 4 1 66 2 36 10 9 94 4 0 23 9 19 75 6 75 2 4 85 0 11 6 21 4 8 22 6 4 05 : 0 0 P M 49 4 3 1 0 6 1 0 2 9 1 2 8 5 6 1 0 1 9 3 13 2 0 3 1 1 4 6 4 6 2 0 6 1 2 1 2 2 4 31 5 8 3 6 1 4 05 : 1 5 P M 59 5 6 5 3 1 2 0 6 1 2 9 2 9 7 1 6 4 9 3 7 1 5 9 6 1 10 2 5 7 2 9 5 2 9 6 24 6 4 1 6 6 5 05 : 3 0 P M 46 3 9 5 3 9 0 4 1 0 8 3 7 6 1 4 9 4 3 0 1 6 8 5 0 4 1 8 6 1 4 7 2 0 4 24 4 9 3 5 1 7 05 : 4 5 P M 45 3 8 1 0 8 4 9 1 0 2 3 6 1 0 1 4 7 7 3 1 2 1 1 1 5 9 4 1 3 4 1 4 3 1 5 2 24 4 4 2 4 6 6 To t a l 19 9 17 6 21 1 2 39 6 28 46 7 15 8 3 3 65 3 33 11 8 83 4 2 23 4 24 78 3 69 1 6 87 6 10 3 21 5 9 22 6 2 06 : 0 0 P M 31 3 3 3 0 6 7 5 1 0 1 2 4 1 1 1 3 0 5 2 2 1 4 1 0 4 1 3 1 2 5 7 2 1 3 5 23 3 7 3 3 9 6 06 : 1 5 P M 22 2 1 3 1 4 6 8 7 7 2 0 6 1 0 5 6 9 8 8 2 3 2 1 2 3 1 1 2 1 3 6 17 3 1 0 3 2 7 06 : 3 0 P M 16 2 4 5 3 4 5 2 8 2 2 6 9 1 1 0 4 1 7 6 1 2 7 1 9 9 8 2 1 0 8 15 2 9 0 3 0 5 06 : 4 5 P M 18 2 2 2 1 4 2 0 6 3 1 2 8 7 5 3 1 7 1 6 7 3 6 6 9 7 6 1 1 0 9 17 2 6 2 2 7 9 To t a l 87 10 0 13 5 20 0 15 32 3 82 3 4 42 0 18 65 44 2 6 12 7 12 44 4 32 7 48 8 72 12 3 5 13 0 7 Gr a n d T o t a l 69 7 6 0 8 7 0 3 9 1 3 7 5 12 6 1 8 1 8 5 3 8 1 6 2 2 4 8 2 13 5 4 3 1 3 3 1 1 6 9 8 9 7 76 2 8 4 3 2 6 8 7 1 3 1 8 7 44 1 7 9 4 1 8 3 8 2 Ap p r c h % 50 . 7 4 4 . 2 5 . 1 5. 1 7 3 . 2 2 1 . 7 15 . 1 4 8 3 6 . 9 2. 4 8 9 . 2 8 . 4 To t a l % 8. 8 7 . 7 0 . 9 1 7 . 3 1. 6 2 2 . 9 6 . 8 3 1 . 3 1. 7 5 . 4 4 . 2 1 1 . 3 1 3 5 . 8 3 . 4 4 0 . 1 5. 3 9 4 . 7 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 47 49 3 9 9 12 1 2 1 4 0 1 7 3 15 32 3 0 77 4 2 1 7 2 7 2 4 8 59 7 03 : 1 5 P M 53 3 7 4 9 4 11 15 0 32 1 9 3 12 3 2 33 77 9 22 4 1 7 2 5 0 61 4 03 : 3 0 P M 59 34 8 1 0 1 12 1 4 7 46 2 0 5 8 43 17 6 8 4 1 9 2 2 0 2 1 6 59 0 03 : 4 5 P M 54 3 1 3 8 8 13 12 3 4 0 1 7 6 13 3 2 3 0 7 5 4 22 7 2 8 2 5 9 59 8 To t a l V o l u m e 21 3 15 1 18 38 2 48 54 1 15 8 74 7 48 13 9 11 0 29 7 21 86 0 92 97 3 23 9 9 % A p p . T o t a l 55 . 8 39 . 5 4. 7 6. 4 72 . 4 21 . 2 16 . 2 46 . 8 37 2. 2 88 . 4 9. 5 PH F .9 0 3 .7 7 0 .5 6 3 .9 4 6 .9 2 3 .9 0 2 .8 5 9 .9 1 1 .8 0 0 .8 0 8 .8 3 3 .9 6 4 .5 8 3 .9 4 7 .8 2 1 .9 3 9 .9 7 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-537 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 18 Th r u 15 1 Le f t 21 3 In Ou t To t a l 31 8 38 2 70 0 Right 158 Thru 541 Left 48 Out TotalIn 1183 747 1930 Le f t 48 Th r u 13 9 Ri g h t 11 0 Ou t To t a l In 29 1 29 7 58 8 Left 21 Thru 860 Right 92 Total OutIn 607 973 1580 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-538 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 47 49 3 9 9 12 1 2 1 4 0 1 7 3 15 32 3 0 77 4 2 1 7 2 7 24 8 +1 5 m i n s . 53 3 7 4 9 4 11 15 0 32 1 9 3 12 3 2 33 77 9 22 4 1 7 25 0 +3 0 m i n s . 59 34 8 1 0 1 12 1 4 7 46 2 0 5 8 43 17 6 8 4 1 9 2 2 0 21 6 +4 5 m i n s . 54 3 1 3 8 8 13 12 3 4 0 1 7 6 13 3 2 3 0 7 5 4 22 7 2 8 25 9 To t a l V o l u m e 21 3 15 1 18 38 2 48 54 1 15 8 74 7 48 13 9 11 0 29 7 21 86 0 92 97 3 % A p p . T o t a l 55 . 8 39 . 5 4. 7 6. 4 72 . 4 21 . 2 16 . 2 46 . 8 37 2. 2 88 . 4 9. 5 PH F .9 0 3 .7 7 0 .5 6 3 .9 4 6 .9 2 3 .9 0 2 .8 5 9 .9 1 1 .8 0 0 .8 0 8 .8 3 3 .9 6 4 .5 8 3 .9 4 7 .8 2 1 .9 3 9 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-539 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 1 0 0 1 0 1 0 0 1 0 3 2 1 5 0 8 1 0 9 1 1 6 1 7 03 : 1 5 P M 1 1 0 0 2 1 2 1 1 4 0 2 0 0 2 0 7 3 0 1 0 1 1 8 1 9 03 : 3 0 P M 1 0 0 0 1 0 2 2 0 4 0 1 0 0 1 0 3 0 0 3 0 9 9 03 : 4 5 P M 1 1 0 0 2 0 0 1 0 1 0 0 1 0 1 0 5 1 0 6 0 1 0 1 0 To t a l 3 3 0 0 6 1 5 4 1 10 0 6 3 1 9 0 23 5 0 28 2 53 55 04 : 0 0 P M 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 6 6 04 : 1 5 P M 2 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 0 1 0 1 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 1 6 1 6 7 04 : 4 5 P M 1 0 0 0 1 1 3 1 0 5 0 2 0 0 2 0 4 0 0 4 0 1 2 1 2 To t a l 4 1 0 0 5 1 4 1 0 6 0 2 0 0 2 0 20 1 1 21 1 34 35 05 : 0 0 P M 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 4 4 05 : 1 5 P M 1 0 1 1 2 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 4 5 05 : 3 0 P M 2 0 0 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 5 5 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 To t a l 3 0 2 1 5 0 5 0 0 5 0 1 0 0 1 0 3 0 0 3 1 14 15 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 Gr a n d T o t a l 10 4 2 1 1 6 2 1 4 5 1 2 1 0 9 3 1 1 2 1 4 6 6 1 5 3 4 1 0 2 1 0 6 Ap p r c h % 62 . 5 2 5 1 2 . 5 9. 5 6 6 . 7 2 3 . 8 0 7 5 2 5 1. 9 8 6 . 8 1 1 . 3 To t a l % 9. 8 3 . 9 2 1 5 . 7 2 1 3 . 7 4 . 9 2 0 . 6 0 8 . 8 2 . 9 1 1 . 8 1 4 5 . 1 5 . 9 5 2 3. 8 9 6 . 2 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 1 0 1 0 1 0 1 0 3 2 5 0 8 1 9 16 03 : 1 5 P M 1 1 0 2 1 2 1 4 0 2 0 2 0 7 3 10 18 03 : 3 0 P M 1 0 0 1 0 2 2 4 0 1 0 1 0 3 0 3 9 03 : 4 5 P M 1 1 0 2 0 0 1 1 0 0 1 1 0 5 1 6 10 To t a l V o l u m e 3 3 0 6 1 5 4 10 0 6 3 9 0 23 5 28 53 % A p p . T o t a l 50 50 0 10 50 40 0 66 . 7 33 . 3 0 82 . 1 17 . 9 PH F .7 5 0 .7 5 0 .0 0 0 .7 5 0 .2 5 0 .6 2 5 .5 0 0 .6 2 5 .0 0 0 .5 0 0 .3 7 5 .4 5 0 .0 0 0 .7 1 9 .4 1 7 .7 0 0 .7 3 6 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-540 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 0 Th r u 3 Le f t 3 In Ou t To t a l 10 6 16 Right 4 Thru 5 Left 1 Out TotalIn 29 10 39 Le f t 0 Th r u 6 Ri g h t 3 Ou t To t a l In 9 9 18 Left 0 Thru 23 Right 5 Total OutIn 5 28 33 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-541 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 1 0 1 0 1 0 1 0 3 2 5 0 8 1 9 +1 5 m i n s . 1 1 0 2 1 2 1 4 0 2 0 2 0 7 3 10 +3 0 m i n s . 1 0 0 1 0 2 2 4 0 1 0 1 0 3 0 3 +4 5 m i n s . 1 1 0 2 0 0 1 1 0 0 1 1 0 5 1 6 To t a l V o l u m e 3 3 0 6 1 5 4 10 0 6 3 9 0 23 5 28 % A p p . T o t a l 50 50 0 10 50 40 0 66 . 7 33 . 3 0 82 . 1 17 . 9 PH F .7 5 0 .7 5 0 .0 0 0 .7 5 0 .2 5 0 .6 2 5 .5 0 0 .6 2 5 .0 0 0 .5 0 0 .3 7 5 .4 5 0 .0 0 0 .7 1 9 .4 1 7 .7 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-542 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 1 1 1 0 0 0 0 0 0 1 0 0 1 1 2 3 To t a l 0 0 0 0 0 0 0 1 1 1 0 0 1 0 1 0 1 0 0 1 1 3 4 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 1 1 1 2 0 0 1 0 1 0 1 0 0 1 1 4 5 Ap p r c h % 0 0 0 0 5 0 5 0 0 0 1 0 0 0 1 0 0 0 To t a l % 0 0 0 0 0 2 5 2 5 5 0 0 0 2 5 2 5 0 2 5 0 2 5 20 8 0 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 2 To t a l V o l u m e 0 0 0 0 0 0 1 1 0 0 1 1 0 1 0 1 3 % A p p . T o t a l 0 0 0 0 0 10 0 0 0 10 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .3 7 5 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-543 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 1 0 1 Right 1 Thru 0 Left 0 Out TotalIn 2 1 3 Le f t 0 Th r u 0 Ri g h t 1 Ou t To t a l In 0 1 1 Left 0 Thru 1 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-544 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 To t a l V o l u m e 0 0 0 0 0 0 1 1 0 0 1 1 0 1 0 1 % A p p . T o t a l 0 0 0 0 0 10 0 0 0 10 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-545 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 2 Ap p r c h % 0 0 0 0 0 0 0 0 0 0 1 0 0 0 To t a l % 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-546 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 1 Right 0 Total OutIn 0 1 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-547 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b T h u r s Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 0 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 10 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-548 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 45 2 9 3 1 7 7 15 1 7 1 5 2 1 7 2 3 8 18 3 6 2 5 9 7 9 5 2 1 7 1 4 4 2 3 6 31 6 3 0 6 6 1 03 : 1 5 P M 69 3 4 5 4 1 0 8 10 1 3 2 3 3 1 0 1 7 5 18 4 1 2 2 9 8 1 5 2 1 3 2 4 1 0 2 4 2 33 6 0 6 6 3 9 03 : 3 0 P M 50 3 7 3 3 9 0 17 1 6 1 4 2 1 8 2 2 0 10 3 8 2 2 1 2 7 0 9 2 1 5 2 5 1 0 2 4 9 43 6 2 9 6 7 2 03 : 4 5 P M 47 4 6 5 2 9 8 11 1 3 5 3 1 9 1 7 7 14 3 1 2 2 1 1 6 7 3 2 4 2 1 4 3 2 5 9 25 6 0 1 6 2 6 To t a l 21 1 14 6 16 1 0 37 3 53 59 9 15 8 5 4 81 0 60 14 6 91 4 1 29 7 22 88 7 77 2 7 98 6 13 2 24 6 6 25 9 8 04 : 0 0 P M 53 4 3 7 7 1 0 3 13 1 5 0 5 2 1 4 2 1 5 10 3 1 1 8 1 1 5 9 5 1 9 9 1 9 7 2 2 3 39 6 0 0 6 3 9 04 : 1 5 P M 44 3 9 4 2 8 7 6 1 3 3 2 9 9 1 6 8 12 2 8 2 8 1 7 6 8 6 1 7 8 1 6 3 2 0 0 31 5 2 3 5 5 4 04 : 3 0 P M 57 4 2 2 2 1 0 1 7 1 4 0 4 6 1 8 1 9 3 18 3 2 1 5 8 6 5 5 1 7 9 1 5 6 1 9 9 34 5 5 8 5 9 2 04 : 4 5 P M 46 4 2 5 3 9 3 9 1 2 6 3 5 7 1 7 0 16 1 9 1 8 1 1 5 3 4 1 9 3 1 6 5 2 1 3 26 5 2 9 5 5 5 To t a l 20 0 16 6 18 1 4 38 4 35 54 9 16 2 4 8 74 6 56 11 0 79 4 7 24 5 20 74 9 66 2 1 83 5 13 0 22 1 0 23 4 0 05 : 0 0 P M 42 4 3 2 2 8 7 12 1 3 4 4 1 1 5 1 8 7 6 2 1 2 1 1 5 4 8 10 2 1 4 2 3 7 2 4 7 39 5 6 9 6 0 8 05 : 1 5 P M 66 5 8 9 4 1 3 3 7 1 0 9 4 0 1 5 1 5 6 11 3 2 1 4 2 5 7 5 1 7 9 2 1 9 2 0 5 30 5 5 1 5 8 1 05 : 3 0 P M 39 3 0 4 1 7 3 9 1 1 6 3 0 1 0 1 5 5 11 3 2 2 0 7 6 3 6 1 8 2 1 2 3 2 0 0 21 4 9 1 5 1 2 05 : 4 5 P M 41 3 2 3 3 7 6 5 7 8 2 4 1 3 1 0 7 11 3 0 1 2 8 5 3 4 1 2 5 1 0 2 1 3 9 26 3 7 5 4 0 1 To t a l 18 8 16 3 18 1 0 36 9 33 43 7 13 5 5 3 60 5 39 11 5 67 3 2 22 1 25 70 0 66 2 1 79 1 11 6 19 8 6 21 0 2 06 : 0 0 P M 20 3 1 6 4 5 7 3 7 7 2 5 8 1 0 5 5 1 5 1 3 9 3 3 3 1 0 8 1 0 5 1 2 1 26 3 1 6 3 4 2 06 : 1 5 P M 32 1 6 5 3 5 3 9 9 2 2 9 7 1 3 0 8 1 6 1 2 9 3 6 3 1 1 6 1 4 6 1 3 3 25 3 5 2 3 7 7 06 : 3 0 P M 24 1 9 4 2 4 7 6 8 3 3 2 1 0 1 2 1 5 1 4 5 4 2 4 0 8 1 7 2 8 8 18 2 8 0 2 9 8 06 : 4 5 P M 23 1 3 2 1 3 8 1 8 6 1 5 9 1 0 2 9 1 0 8 5 2 7 4 1 0 5 1 3 6 1 2 2 21 2 8 9 3 1 0 To t a l 99 79 17 1 0 19 5 19 33 8 10 1 3 4 45 8 27 55 38 2 7 12 0 10 41 0 44 1 9 46 4 90 12 3 7 13 2 7 Gr a n d T o t a l 69 8 5 5 4 6 9 4 4 1 3 2 1 14 0 1 9 2 3 5 5 6 1 8 9 2 6 1 9 18 2 4 2 6 2 7 5 1 4 7 8 8 3 77 2 7 4 6 2 5 3 8 8 3 0 7 6 46 8 7 8 9 9 8 3 6 7 Ap p r c h % 52 . 8 4 1 . 9 5 . 2 5. 3 7 3 . 4 2 1 . 2 20 . 6 4 8 . 2 3 1 . 1 2. 5 8 9 . 3 8 . 2 To t a l % 8. 8 7 0 . 9 1 6 . 7 1. 8 2 4 . 3 7 3 3 . 2 2. 3 5 . 4 3 . 5 1 1 . 2 1 3 4 . 8 3 . 2 3 8 . 9 5. 6 9 4 . 4 Pa s s e n g e r V e h i c l e s 68 9 55 0 69 13 5 2 13 9 19 0 3 54 8 27 7 5 18 1 42 1 27 1 10 1 8 75 27 0 2 25 2 31 1 6 0 0 82 6 1 % P a s s e n g e r V e h i c l e s 98 . 7 9 9 . 3 1 0 0 1 0 0 9 9 99 . 3 9 9 9 8 . 6 9 7 . 9 9 8 . 8 99 . 5 9 8 . 8 9 8 . 5 9 8 . 6 9 8 . 8 97 . 4 9 8 . 4 9 9 . 6 9 8 . 9 9 8 . 5 0 0 9 8 . 7 La r g e 2 A x l e V e h i c l e s 9 4 0 13 1 19 8 32 1 4 3 10 2 44 1 48 0 0 10 3 % L a r g e 2 A x l e V e h i c l e s 1. 3 0 . 7 0 0 1 0. 7 1 1 . 4 2 . 1 1 . 1 0. 5 0 . 9 1 . 1 1 . 4 1 2. 6 1 . 6 0 . 4 1 . 1 1 . 5 0 0 1 . 2 3 A x l e V e h i c l e s 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 0 2 % 3 A x l e V e h i c l e s 0 0 0 0 0 0 0 0 0 0 0 0 . 2 0 . 4 0 0 . 2 0 0 0 0 0 0 0 0 4+ A x l e T r u c k s 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 % 4 + A x l e T r u c k s 0 0 0 0 0 0 0 . 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-549 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 45 2 9 3 7 7 15 17 1 5 2 2 3 8 18 36 25 79 5 2 1 7 1 4 2 3 6 63 0 03 : 1 5 P M 69 34 5 1 0 8 10 1 3 2 3 3 1 7 5 18 41 22 81 5 2 1 3 2 4 2 4 2 60 6 03 : 3 0 P M 50 3 7 3 9 0 17 16 1 4 2 2 2 0 10 3 8 2 2 7 0 9 21 5 25 24 9 62 9 03 : 4 5 P M 47 46 5 9 8 11 1 3 5 3 1 1 7 7 14 3 1 2 2 6 7 3 24 2 14 25 9 60 1 To t a l V o l u m e 21 1 14 6 16 37 3 53 59 9 15 8 81 0 60 14 6 91 29 7 22 88 7 77 98 6 24 6 6 % A p p . T o t a l 56 . 6 39 . 1 4. 3 6. 5 74 19 . 5 20 . 2 49 . 2 30 . 6 2. 2 90 7. 8 PH F .7 6 4 .7 9 3 .8 0 0 .8 6 3 .7 7 9 .8 7 6 .7 6 0 .8 5 1 .8 3 3 .8 9 0 .9 1 0 .9 1 7 .6 1 1 .9 1 6 .7 7 0 .9 5 2 .9 7 9 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-550 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 16 Th r u 14 6 Le f t 21 1 In Ou t To t a l 32 6 37 3 69 9 Right 158 Thru 599 Left 53 Out TotalIn 1189 810 1999 Le f t 60 Th r u 14 6 Ri g h t 91 Ou t To t a l In 27 6 29 7 57 3 Left 22 Thru 887 Right 77 Total OutIn 675 986 1661 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-551 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 6 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 04 : 3 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 57 4 2 2 1 0 1 15 17 1 5 2 2 3 8 18 36 25 79 5 2 1 7 1 4 23 6 +1 5 m i n s . 46 4 2 5 9 3 10 1 3 2 3 3 1 7 5 18 41 22 81 5 2 1 3 2 4 24 2 +3 0 m i n s . 42 4 3 2 8 7 17 16 1 4 2 2 2 0 10 3 8 2 2 7 0 9 21 5 25 24 9 +4 5 m i n s . 66 5 8 9 1 3 3 11 1 3 5 3 1 1 7 7 14 3 1 2 2 6 7 3 24 2 14 25 9 To t a l V o l u m e 21 1 18 5 18 41 4 53 59 9 15 8 81 0 60 14 6 91 29 7 22 88 7 77 98 6 % A p p . T o t a l 51 44 . 7 4. 3 6. 5 74 19 . 5 20 . 2 49 . 2 30 . 6 2. 2 90 7. 8 PH F .7 9 9 .7 9 7 .5 0 0 .7 7 8 .7 7 9 .8 7 6 .7 6 0 .8 5 1 .8 3 3 .8 9 0 .9 1 0 .9 1 7 .6 1 1 .9 1 6 .7 7 0 .9 5 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-552 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 45 2 9 3 1 7 7 15 1 6 6 5 1 1 6 2 3 2 18 3 5 2 4 9 7 7 5 2 1 0 1 4 4 2 2 9 30 6 1 5 6 4 5 03 : 1 5 P M 68 3 4 5 4 1 0 7 10 1 3 1 3 3 1 0 1 7 4 18 4 0 2 2 9 8 0 4 2 0 5 2 4 1 0 2 3 3 33 5 9 4 6 2 7 03 : 3 0 P M 50 3 6 3 3 8 9 17 1 6 0 4 2 1 8 2 1 9 10 3 8 2 1 1 2 6 9 9 2 1 1 2 5 1 0 2 4 5 43 6 2 2 6 6 5 03 : 4 5 P M 45 4 4 5 2 9 4 11 1 3 5 3 0 9 1 7 6 14 3 0 2 2 1 1 6 6 3 2 3 5 1 4 3 2 5 2 25 5 8 8 6 1 3 To t a l 20 8 14 3 16 1 0 36 7 53 59 2 15 6 5 3 80 1 60 14 3 89 4 1 29 2 21 86 1 77 2 7 95 9 13 1 24 1 9 25 5 0 04 : 0 0 P M 52 4 3 7 7 1 0 2 13 1 4 9 4 9 1 2 2 1 1 9 3 0 1 8 1 1 5 7 5 1 9 6 1 8 6 2 1 9 36 5 8 9 6 2 5 04 : 1 5 P M 44 3 8 4 2 8 6 6 1 3 1 2 9 9 1 6 6 12 2 8 2 7 1 6 6 7 6 1 7 7 1 6 3 1 9 9 30 5 1 8 5 4 8 04 : 3 0 P M 57 4 2 2 2 1 0 1 7 1 3 7 4 5 1 7 1 8 9 18 3 2 1 5 8 6 5 5 1 7 5 1 5 6 1 9 5 33 5 5 0 5 8 3 04 : 4 5 P M 44 4 2 5 3 9 1 9 1 2 5 3 3 7 1 6 7 16 1 9 1 7 1 0 5 2 4 1 9 1 1 6 5 2 1 1 25 5 2 1 5 4 6 To t a l 19 7 16 5 18 1 4 38 0 35 54 2 15 6 4 5 73 3 55 10 9 77 4 5 24 1 20 73 9 65 2 0 82 4 12 4 21 7 8 23 0 2 05 : 0 0 P M 41 4 3 2 2 8 6 12 1 3 1 4 1 1 5 1 8 4 6 2 1 2 1 1 5 4 8 10 2 1 1 2 3 7 2 4 4 39 5 6 2 6 0 1 05 : 1 5 P M 66 5 8 9 4 1 3 3 7 1 0 9 4 0 1 5 1 5 6 11 3 2 1 4 2 5 7 5 1 7 8 2 1 9 2 0 4 30 5 5 0 5 8 0 05 : 3 0 P M 37 3 0 4 1 7 1 9 1 1 6 3 0 1 0 1 5 5 11 3 1 2 0 7 6 2 6 1 8 2 1 2 3 2 0 0 21 4 8 8 5 0 9 05 : 4 5 P M 41 3 2 3 3 7 6 5 7 8 2 4 1 3 1 0 7 11 3 0 1 2 8 5 3 3 1 2 3 1 0 2 1 3 6 26 3 7 2 3 9 8 To t a l 18 5 16 3 18 1 0 36 6 33 43 4 13 5 5 3 60 2 39 11 4 67 3 2 22 0 24 69 4 66 2 1 78 4 11 6 19 7 2 20 8 8 06 : 0 0 P M 20 3 1 6 4 5 7 2 7 7 2 5 8 1 0 4 5 1 5 1 3 9 3 3 3 1 0 8 1 0 5 1 2 1 26 3 1 5 3 4 1 06 : 1 5 P M 32 1 6 5 3 5 3 9 9 2 2 9 7 1 3 0 8 1 6 1 2 9 3 6 3 1 1 4 1 4 6 1 3 1 25 3 5 0 3 7 5 06 : 3 0 P M 24 1 9 4 2 4 7 6 8 2 3 2 1 0 1 2 0 5 1 4 5 4 2 4 0 8 1 7 2 8 8 18 2 7 9 2 9 7 06 : 4 5 P M 23 1 3 2 1 3 8 1 8 4 1 5 9 1 0 0 9 1 0 8 5 2 7 4 1 0 5 1 3 6 1 2 2 21 2 8 7 3 0 8 To t a l 99 79 17 1 0 19 5 18 33 5 10 1 3 4 45 4 27 55 38 2 7 12 0 10 40 8 44 1 9 46 2 90 12 3 1 13 2 1 Gr a n d T o t a l 68 9 5 5 0 6 9 4 4 1 3 0 8 13 9 1 9 0 3 5 4 8 1 8 5 2 5 9 0 18 1 4 2 1 2 7 1 1 4 5 8 7 3 75 2 7 0 2 2 5 2 8 7 3 0 2 9 46 1 7 8 0 0 8 2 6 1 Ap p r c h % 52 . 7 4 2 5 . 3 5. 4 7 3 . 5 2 1 . 2 20 . 7 4 8 . 2 3 1 2. 5 8 9 . 2 8 . 3 To t a l % 8. 8 7 . 1 0 . 9 1 6 . 8 1. 8 2 4 . 4 7 3 3 . 2 2. 3 5 . 4 3 . 5 1 1 . 2 1 3 4 . 6 3 . 2 3 8 . 8 5. 6 9 4 . 4 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 45 2 9 3 7 7 15 16 6 5 1 2 3 2 18 35 24 77 5 2 1 0 1 4 2 2 9 61 5 03 : 1 5 P M 68 34 5 1 0 7 10 1 3 1 3 3 1 7 4 18 40 22 80 4 2 0 5 2 4 2 3 3 59 4 03 : 3 0 P M 50 3 6 3 8 9 17 16 0 4 2 2 1 9 10 3 8 2 1 6 9 9 21 1 25 24 5 62 2 03 : 4 5 P M 45 44 5 9 4 11 1 3 5 3 0 1 7 6 14 3 0 2 2 6 6 3 23 5 14 25 2 58 8 To t a l V o l u m e 20 8 14 3 16 36 7 53 59 2 15 6 80 1 60 14 3 89 29 2 21 86 1 77 95 9 24 1 9 % A p p . T o t a l 56 . 7 39 4. 4 6. 6 73 . 9 19 . 5 20 . 5 49 30 . 5 2. 2 89 . 8 8 PH F .7 6 5 .8 1 3 .8 0 0 .8 5 7 .7 7 9 .8 9 2 .7 6 5 .8 6 3 .8 3 3 .8 9 4 .9 2 7 .9 1 3 .5 8 3 .9 1 6 .7 7 0 .9 5 1 .9 7 2 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-553 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 16 Th r u 14 3 Le f t 20 8 In Ou t To t a l 32 0 36 7 68 7 Right 156 Thru 592 Left 53 Out TotalIn 1158 801 1959 Le f t 60 Th r u 14 3 Ri g h t 89 Ou t To t a l In 27 3 29 2 56 5 Left 21 Thru 861 Right 77 Total OutIn 668 959 1627 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-554 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 45 2 9 3 7 7 15 16 6 5 1 2 3 2 18 35 24 77 5 2 1 0 1 4 22 9 +1 5 m i n s . 68 34 5 1 0 7 10 1 3 1 3 3 1 7 4 18 40 22 80 4 2 0 5 2 4 23 3 +3 0 m i n s . 50 3 6 3 8 9 17 16 0 4 2 2 1 9 10 3 8 2 1 6 9 9 21 1 25 24 5 +4 5 m i n s . 45 44 5 9 4 11 1 3 5 3 0 1 7 6 14 3 0 2 2 6 6 3 23 5 14 25 2 To t a l V o l u m e 20 8 14 3 16 36 7 53 59 2 15 6 80 1 60 14 3 89 29 2 21 86 1 77 95 9 % A p p . T o t a l 56 . 7 39 4. 4 6. 6 73 . 9 19 . 5 20 . 5 49 30 . 5 2. 2 89 . 8 8 PH F .7 6 5 .8 1 3 .8 0 0 .8 5 7 .7 7 9 .8 9 2 .7 6 5 .8 6 3 .8 3 3 .8 9 4 .9 2 7 .9 1 3 .5 8 3 .9 1 6 .7 7 0 .9 5 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-555 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 5 1 1 6 0 1 1 0 2 0 7 0 0 7 1 1 5 1 6 03 : 1 5 P M 1 0 0 0 1 0 1 0 0 1 0 1 0 0 1 1 8 0 0 9 0 1 2 1 2 03 : 3 0 P M 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 5 5 03 : 4 5 P M 2 2 0 0 4 0 0 1 0 1 0 1 0 0 1 0 7 0 0 7 0 1 3 1 3 To t a l 3 3 0 0 6 0 6 2 1 8 0 3 1 0 4 1 26 0 0 27 1 45 46 04 : 0 0 P M 1 0 0 0 1 0 1 3 2 4 1 0 0 0 1 0 3 1 1 4 3 1 0 1 3 04 : 1 5 P M 0 1 0 0 1 0 2 0 0 2 0 0 1 1 1 0 1 0 0 1 1 5 6 04 : 3 0 P M 0 0 0 0 0 0 3 1 1 4 0 0 0 0 0 0 4 0 0 4 1 8 9 04 : 4 5 P M 2 0 0 0 2 0 1 2 0 3 0 0 1 1 1 0 2 0 0 2 1 8 9 To t a l 3 1 0 0 4 0 7 6 3 13 1 0 2 2 3 0 10 1 1 11 6 31 37 05 : 0 0 P M 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 7 7 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 05 : 3 0 P M 2 0 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 3 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 0 3 3 To t a l 3 0 0 0 3 0 3 0 0 3 0 1 0 0 1 1 6 0 0 7 0 14 14 06 : 0 0 P M 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 2 06 : 3 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 06 : 4 5 P M 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2 To t a l 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 2 0 0 2 0 6 6 Gr a n d T o t a l 9 4 0 0 1 3 1 1 9 8 4 2 8 1 4 3 2 8 2 4 4 1 1 4 7 7 9 6 1 0 3 Ap p r c h % 69 . 2 3 0 . 8 0 3. 6 6 7 . 9 2 8 . 6 12 . 5 5 0 3 7 . 5 4. 3 9 3 . 6 2 . 1 To t a l % 9. 4 4 . 2 0 1 3 . 5 1 1 9 . 8 8 . 3 2 9 . 2 1 4 . 2 3 . 1 8 . 3 2. 1 4 5 . 8 1 4 9 6. 8 9 3 . 2 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 5 1 6 0 1 1 2 0 7 0 7 15 03 : 1 5 P M 1 0 0 1 0 1 0 1 0 1 0 1 1 8 0 9 12 03 : 3 0 P M 0 1 0 1 0 0 0 0 0 0 0 0 0 4 0 4 5 03 : 4 5 P M 2 2 0 4 0 0 1 1 0 1 0 1 0 7 0 7 13 To t a l V o l u m e 3 3 0 6 0 6 2 8 0 3 1 4 1 26 0 27 45 % A p p . T o t a l 50 50 0 0 75 25 0 75 25 3. 7 96 . 3 0 PH F .3 7 5 .3 7 5 .0 0 0 .3 7 5 .0 0 0 .3 0 0 .5 0 0 .3 3 3 .0 0 0 .7 5 0 .2 5 0 .5 0 0 .2 5 0 .8 1 3 .0 0 0 .7 5 0 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-556 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 0 Th r u 3 Le f t 3 In Ou t To t a l 6 6 12 Right 2 Thru 6 Left 0 Out TotalIn 30 8 38 Le f t 0 Th r u 3 Ri g h t 1 Ou t To t a l In 3 4 7 Left 1 Thru 26 Right 0 Total OutIn 6 27 33 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-557 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 5 1 6 0 1 1 2 0 7 0 7 +1 5 m i n s . 1 0 0 1 0 1 0 1 0 1 0 1 1 8 0 9 +3 0 m i n s . 0 1 0 1 0 0 0 0 0 0 0 0 0 4 0 4 +4 5 m i n s . 2 2 0 4 0 0 1 1 0 1 0 1 0 7 0 7 To t a l V o l u m e 3 3 0 6 0 6 2 8 0 3 1 4 1 26 0 27 % A p p . T o t a l 50 50 0 0 75 25 0 75 25 3. 7 96 . 3 0 PH F .3 7 5 .3 7 5 .0 0 0 .3 7 5 .0 0 0 .3 0 0 .5 0 0 .3 3 3 .0 0 0 .7 5 0 .2 5 0 .5 0 0 .2 5 0 .8 1 3 .0 0 0 .7 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-558 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 1 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 2 2 Ap p r c h % 0 0 0 0 0 0 0 5 0 5 0 0 0 0 To t a l % 0 0 0 0 0 0 0 0 0 5 0 5 0 1 0 0 0 0 0 0 0 1 0 0 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 % A p p . T o t a l 0 0 0 0 0 0 0 0 10 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-559 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 1 0 1 Le f t 0 Th r u 0 Ri g h t 1 Ou t To t a l In 0 1 1 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-560 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 10 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-561 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 04 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 Ap p r c h % 0 0 0 0 1 0 0 0 0 0 0 0 0 0 To t a l % 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 0 3 : 0 0 P M 03 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 : 3 0 P M 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 03 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 % A p p . T o t a l 0 0 0 0 10 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-562 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 1 Left 0 Out TotalIn 0 1 1 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Total OutIn 1 0 1 Pe a k H o u r B e g i n s a t 0 3 : 0 0 P M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-563 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b F r i Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 1 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 0 3 : 0 0 P M t o 0 3 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M 03 : 0 0 P M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 10 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .2 5 0 .0 0 0 .2 5 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-564 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s - L a r g e 2 A x l e V e h i c l e s - 3 A x l e V e h i c l e s - 4 + A x l e T r u c k s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 17 2 3 4 2 4 4 8 1 2 0 2 2 5 1 5 0 8 1 7 6 3 3 1 1 9 8 1 5 5 1 1 4 15 3 3 9 3 5 4 10 : 1 5 A M 19 1 8 2 1 3 9 8 1 0 0 2 3 5 1 3 1 2 1 8 9 5 2 9 2 1 0 6 1 3 2 1 2 1 13 3 2 0 3 3 3 10 : 3 0 A M 23 2 1 7 3 5 1 10 1 2 1 3 2 1 1 1 6 3 7 1 6 9 4 3 2 2 1 0 1 5 3 1 0 8 21 3 5 4 3 7 5 10 : 4 5 A M 17 2 0 8 6 4 5 4 1 2 5 1 7 6 1 4 6 11 2 1 1 3 9 4 5 2 8 4 1 3 6 9 9 27 3 3 5 3 6 2 To t a l 76 82 21 1 2 17 9 30 46 6 94 2 7 59 0 28 72 37 2 1 13 7 7 38 9 46 1 6 44 2 76 13 4 8 14 2 4 11 : 0 0 A M 22 2 3 0 0 4 5 3 1 0 2 2 4 9 1 2 9 4 2 1 1 4 4 3 9 5 8 8 7 2 1 0 0 15 3 1 3 3 2 8 11 : 1 5 A M 32 1 5 2 2 4 9 10 1 1 0 2 4 9 1 4 4 7 1 8 7 2 3 2 3 1 1 3 9 2 1 2 5 15 3 5 0 3 6 5 11 : 3 0 A M 25 2 1 2 0 4 8 8 1 2 8 2 1 2 1 5 7 6 2 0 1 4 7 4 0 3 9 9 9 4 1 1 1 13 3 5 6 3 6 9 11 : 4 5 A M 41 2 6 4 2 7 1 6 1 3 5 2 6 1 1 1 6 7 9 3 0 7 5 4 6 5 1 0 9 1 0 3 1 2 4 21 4 0 8 4 2 9 To t a l 12 0 85 8 4 21 3 27 47 5 95 3 1 59 7 26 89 42 1 8 15 7 16 40 9 35 1 1 46 0 64 14 2 7 14 9 1 12 : 0 0 P M 33 3 1 1 1 7 7 5 6 1 2 0 3 1 1 3 1 5 7 10 1 9 7 3 3 6 5 1 0 7 1 0 3 1 2 2 26 3 9 0 4 1 6 12 : 1 5 P M 31 2 3 4 0 5 8 6 1 1 6 2 6 9 1 4 8 13 2 5 1 3 6 5 1 1 1 0 9 7 3 1 1 7 18 3 7 4 3 9 2 12 : 3 0 P M 36 3 0 7 5 7 3 11 1 2 4 3 7 1 3 1 7 2 6 2 1 8 3 3 5 8 1 0 5 1 3 4 1 2 6 25 4 0 6 4 3 1 12 : 4 5 P M 31 2 6 5 2 6 2 7 1 0 4 2 8 6 1 3 9 11 2 5 9 4 4 5 2 1 1 0 1 2 5 1 2 4 17 3 7 0 3 8 7 To t a l 13 1 11 0 27 1 4 26 8 30 46 4 12 2 4 1 61 6 40 90 37 1 6 16 7 16 43 1 42 1 5 48 9 86 15 4 0 16 2 6 01 : 0 0 P M 26 2 6 7 0 5 9 8 8 4 2 2 9 1 1 4 10 2 2 4 3 3 6 4 1 0 5 1 1 3 1 2 0 15 3 2 9 3 4 4 01 : 1 5 P M 23 1 7 3 2 4 3 5 1 0 3 3 0 1 1 1 3 8 9 1 4 1 2 4 3 5 2 1 5 8 1 2 1 1 7 2 18 3 8 8 4 0 6 01 : 3 0 P M 17 3 2 3 2 5 2 9 1 4 3 2 9 8 1 8 1 16 2 0 7 3 4 3 3 1 1 2 1 4 3 1 2 9 16 4 0 5 4 2 1 01 : 4 5 P M 36 1 7 2 1 5 5 9 1 1 3 2 1 9 1 4 3 7 1 7 1 2 9 3 6 5 1 2 7 9 5 1 4 1 24 3 7 5 3 9 9 To t a l 10 2 92 15 5 20 9 31 44 3 10 2 3 7 57 6 42 73 35 1 9 15 0 14 50 2 46 1 2 56 2 73 14 9 7 15 7 0 Gr a n d T o t a l 42 9 3 6 9 7 1 3 5 8 6 9 11 8 1 8 4 8 4 1 3 1 3 6 2 3 7 9 13 6 3 2 4 1 5 1 7 4 6 1 1 53 1 7 3 1 1 6 9 5 4 1 9 5 3 29 9 5 8 1 2 6 1 1 1 Ap p r c h % 49 . 4 4 2 . 5 8 . 2 5 7 7 . 7 1 7 . 4 22 . 3 5 3 2 4 . 7 2. 7 8 8 . 6 8 . 7 To t a l % 7. 4 6 . 3 1 . 2 1 5 2 3 1 . 8 7 . 1 4 0 . 9 2. 3 5 . 6 2 . 6 1 0 . 5 0. 9 2 9 . 8 2 . 9 3 3 . 6 4. 9 9 5 . 1 Pa s s e n g e r V e h i c l e s 42 4 36 1 71 89 1 11 6 18 1 6 40 7 24 7 3 13 3 32 3 14 8 67 7 52 16 9 1 16 4 19 6 0 0 0 60 0 1 % P a s s e n g e r V e h i c l e s 98 . 8 9 7 . 8 1 0 0 1 0 0 9 8 . 6 98 . 3 9 8 . 3 9 8 . 5 9 8 . 5 9 8 . 3 97 . 8 9 9 . 7 9 8 9 8 . 6 9 8 . 8 98 . 1 9 7 . 7 9 7 9 8 . 1 9 7 . 7 0 0 9 8 . 2 La r g e 2 A x l e V e h i c l e s 4 8 0 12 2 31 6 41 3 1 3 8 1 39 5 46 0 0 10 7 % L a r g e 2 A x l e V e h i c l e s 0. 9 2 . 2 0 0 1 . 3 1. 7 1 . 7 1 . 5 1 . 5 1 . 6 2. 2 0 . 3 2 1 . 4 1 . 2 1. 9 2 . 3 3 1 . 9 2 . 3 0 0 1 . 8 3 A x l e V e h i c l e s 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 0 0 2 % 3 A x l e V e h i c l e s 0 0 0 0 0 0 0 . 1 0 0 0 0 0 0 0 0 0 0 . 1 0 0 0 0 0 0 4+ A x l e T r u c k s 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 % 4 + A x l e T r u c k s 0. 2 0 0 0 0 . 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-565 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 4 5 A M 11 : 4 5 A M 41 26 4 7 1 6 13 5 26 1 6 7 9 30 7 4 6 5 10 9 10 1 2 4 40 8 12 : 0 0 P M 33 31 1 1 7 5 6 1 2 0 3 1 1 5 7 10 1 9 7 3 6 5 1 0 7 1 0 1 2 2 39 0 12 : 1 5 P M 31 2 3 4 5 8 6 1 1 6 2 6 1 4 8 13 25 13 5 1 1 1 0 9 7 1 1 7 37 4 12 : 3 0 P M 36 3 0 7 7 3 11 12 4 37 1 7 2 6 2 1 8 3 5 8 10 5 13 1 2 6 40 6 To t a l V o l u m e 14 1 11 0 26 27 7 29 49 5 12 0 64 4 38 95 35 16 8 19 43 0 40 48 9 15 7 8 % A p p . T o t a l 50 . 9 39 . 7 9. 4 4. 5 76 . 9 18 . 6 22 . 6 56 . 5 20 . 8 3. 9 87 . 9 8. 2 PH F .8 6 0 .8 8 7 .5 9 1 .9 2 3 .6 5 9 .9 1 7 .8 1 1 .9 3 6 .7 3 1 .7 9 2 .6 7 3 .8 2 4 .5 9 4 .9 8 6 .7 6 9 .9 7 0 .9 6 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-566 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 26 Th r u 11 0 Le f t 14 1 In Ou t To t a l 23 4 27 7 51 1 Right 120 Thru 495 Left 29 Out TotalIn 606 644 1250 Le f t 38 Th r u 95 Ri g h t 35 Ou t To t a l In 17 9 16 8 34 7 Left 19 Thru 430 Right 40 Total OutIn 559 489 1048 Pe a k H o u r B e g i n s a t 1 1 : 4 5 A M Pa s s e n g e r V e h i c l e s La r g e 2 A x l e V e h i c l e s 3 A x l e V e h i c l e s 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-567 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 4 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 0 : 0 0 A M t o 0 1 : 4 5 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 4 5 A M 11 : 4 5 A M 11 : 3 0 A M 01 : 0 0 P M +0 m i n s . 41 26 4 7 1 6 13 5 26 1 6 7 6 2 0 14 40 4 1 0 5 1 1 12 0 +1 5 m i n s . 33 31 1 1 7 5 6 1 2 0 3 1 1 5 7 9 30 7 4 6 2 15 8 12 17 2 +3 0 m i n s . 31 2 3 4 5 8 6 1 1 6 2 6 1 4 8 10 1 9 7 3 6 3 1 1 2 14 12 9 +4 5 m i n s . 36 3 0 7 7 3 11 12 4 37 1 7 2 13 25 1 3 51 5 12 7 9 14 1 To t a l V o l u m e 14 1 11 0 26 27 7 29 49 5 12 0 64 4 38 94 41 17 3 14 50 2 46 56 2 % A p p . T o t a l 50 . 9 39 . 7 9. 4 4. 5 76 . 9 18 . 6 22 54 . 3 23 . 7 2. 5 89 . 3 8. 2 PH F .8 6 0 .8 8 7 .5 9 1 .9 2 3 .6 5 9 .9 1 7 .8 1 1 .9 3 6 .7 3 1 .7 8 3 .7 3 2 .8 4 8 .7 0 0 .7 9 4 .8 2 1 .8 1 7 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-568 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - P a s s e n g e r V e h i c l e s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 17 2 3 4 2 4 4 8 1 1 3 2 1 5 1 4 2 8 1 6 6 3 3 0 1 9 5 1 5 5 1 1 1 15 3 2 7 3 4 2 10 : 1 5 A M 19 1 7 2 1 3 8 8 9 9 2 3 5 1 3 0 2 1 8 9 5 2 9 2 1 0 1 1 2 2 1 1 5 13 3 1 2 3 2 5 10 : 3 0 A M 23 2 1 7 3 5 1 10 1 1 9 3 2 1 1 1 6 1 6 1 6 9 4 3 1 2 9 5 5 3 1 0 2 21 3 4 5 3 6 6 10 : 4 5 A M 17 2 0 8 6 4 5 4 1 2 3 1 7 6 1 4 4 11 2 1 1 3 9 4 5 2 8 3 1 2 6 9 7 27 3 3 1 3 5 8 To t a l 76 81 21 1 2 17 8 30 45 4 93 2 7 57 7 27 71 37 2 1 13 5 7 37 4 44 1 6 42 5 76 13 1 5 13 9 1 11 : 0 0 A M 21 2 3 0 0 4 4 3 9 9 2 4 9 1 2 6 4 2 1 1 4 4 3 9 5 8 6 7 2 9 8 15 3 0 7 3 2 2 11 : 1 5 A M 32 1 4 2 2 4 8 10 1 1 0 2 4 9 1 4 4 7 1 8 6 2 3 1 3 1 1 1 9 2 1 2 3 15 3 4 6 3 6 1 11 : 3 0 A M 25 2 1 2 0 4 8 8 1 2 6 2 1 2 1 5 5 6 2 0 1 4 7 4 0 3 9 7 9 4 1 0 9 13 3 5 2 3 6 5 11 : 4 5 A M 38 2 4 4 2 6 6 6 1 3 1 2 5 1 0 1 6 2 8 3 0 7 5 4 5 5 1 0 6 1 0 3 1 2 1 20 3 9 4 4 1 4 To t a l 11 6 82 8 4 20 6 27 46 6 94 3 0 58 7 25 89 41 1 8 15 5 16 40 0 35 1 1 45 1 63 13 9 9 14 6 2 12 : 0 0 P M 33 3 0 1 1 7 7 4 5 1 1 9 3 1 1 3 1 5 5 10 1 9 5 2 3 4 4 1 0 5 9 3 1 1 8 25 3 8 1 4 0 6 12 : 1 5 P M 31 2 2 4 0 5 7 6 1 1 3 2 6 9 1 4 5 13 2 5 1 3 6 5 1 1 1 0 9 7 3 1 1 7 18 3 7 0 3 8 8 12 : 3 0 P M 36 3 0 7 5 7 3 10 1 2 2 3 5 1 3 1 6 7 6 2 1 8 3 3 5 8 1 0 2 1 2 4 1 2 2 25 3 9 7 4 2 2 12 : 4 5 P M 30 2 5 5 2 6 0 7 1 0 2 2 8 6 1 3 7 11 2 5 9 4 4 5 2 1 1 0 1 2 5 1 2 4 17 3 6 6 3 8 3 To t a l 13 0 10 7 27 1 4 26 4 28 45 6 12 0 4 1 60 4 40 90 35 1 5 16 5 15 42 6 40 1 5 48 1 85 15 1 4 15 9 9 01 : 0 0 P M 26 2 6 7 0 5 9 8 8 4 2 2 9 1 1 4 10 2 2 4 3 3 6 4 1 0 3 1 0 2 1 1 7 14 3 2 6 3 4 0 01 : 1 5 P M 23 1 7 3 2 4 3 5 1 0 2 2 8 1 0 1 3 5 9 1 4 1 2 4 3 5 2 1 5 7 1 2 1 1 7 1 17 3 8 4 4 0 1 01 : 3 0 P M 17 3 2 3 2 5 2 9 1 4 2 2 9 8 1 8 0 15 2 0 7 3 4 2 3 1 0 8 1 4 3 1 2 5 16 3 9 9 4 1 5 01 : 4 5 P M 36 1 6 2 1 5 4 9 1 1 2 2 1 9 1 4 2 7 1 7 1 2 9 3 6 5 1 2 3 9 5 1 3 7 24 3 6 9 3 9 3 To t a l 10 2 91 15 5 20 8 31 44 0 10 0 3 6 57 1 41 73 35 1 9 14 9 14 49 1 45 1 1 55 0 71 14 7 8 15 4 9 Gr a n d T o t a l 42 4 3 6 1 7 1 3 5 8 5 6 11 6 1 8 1 6 4 0 7 1 3 4 2 3 3 9 13 3 3 2 3 1 4 8 7 3 6 0 4 52 1 6 9 1 1 6 4 5 3 1 9 0 7 29 5 5 7 0 6 6 0 0 1 Ap p r c h % 49 . 5 4 2 . 2 8 . 3 5 7 7 . 6 1 7 . 4 22 5 3 . 5 2 4 . 5 2. 7 8 8 . 7 8 . 6 To t a l % 7. 4 6 . 3 1 . 2 1 5 2 3 1 . 8 7 . 1 4 1 2. 3 5 . 7 2 . 6 1 0 . 6 0. 9 2 9 . 6 2 . 9 3 3 . 4 4. 9 9 5 . 1 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 4 5 A M 11 : 4 5 A M 38 24 4 6 6 6 13 1 25 1 6 2 8 30 7 4 5 5 1 0 6 1 0 1 2 1 39 4 12 : 0 0 P M 33 30 1 1 74 5 1 1 9 3 1 1 5 5 10 1 9 5 3 4 4 1 0 5 9 1 1 8 38 1 12 : 1 5 P M 31 2 2 4 5 7 6 1 1 3 2 6 1 4 5 13 25 13 51 1 10 9 7 1 1 7 37 0 12 : 3 0 P M 36 3 0 7 7 3 10 12 2 35 1 6 7 6 2 1 8 3 5 8 10 2 12 1 2 2 39 7 To t a l V o l u m e 13 8 10 6 26 27 0 27 48 5 11 7 62 9 37 95 33 16 5 18 42 2 38 47 8 15 4 2 % A p p . T o t a l 51 . 1 39 . 3 9. 6 4. 3 77 . 1 18 . 6 22 . 4 57 . 6 20 3. 8 88 . 3 7. 9 PH F .9 0 8 .8 8 3 .5 9 1 .9 1 2 .6 7 5 .9 2 6 .8 3 6 .9 4 2 .7 1 2 .7 9 2 .6 3 5 .8 0 9 .5 6 3 .9 6 8 .7 9 2 .9 8 0 .9 7 1 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-569 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 26 Th r u 10 6 Le f t 13 8 In Ou t To t a l 23 0 27 0 50 0 Right 117 Thru 485 Left 27 Out TotalIn 593 629 1222 Le f t 37 Th r u 95 Ri g h t 33 Ou t To t a l In 17 1 16 5 33 6 Left 18 Thru 422 Right 38 Total OutIn 548 478 1026 Pe a k H o u r B e g i n s a t 1 1 : 4 5 A M Pa s s e n g e r V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-570 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M +0 m i n s . 38 24 4 6 6 6 13 1 25 1 6 2 8 30 7 4 5 5 1 0 6 1 0 12 1 +1 5 m i n s . 33 30 1 1 7 4 5 1 1 9 3 1 1 5 5 10 1 9 5 3 4 4 1 0 5 9 11 8 +3 0 m i n s . 31 2 2 4 5 7 6 1 1 3 2 6 1 4 5 13 25 13 5 1 1 10 9 7 11 7 +4 5 m i n s . 36 3 0 7 7 3 10 12 2 35 1 6 7 6 2 1 8 3 5 8 10 2 12 12 2 To t a l V o l u m e 13 8 10 6 26 27 0 27 48 5 11 7 62 9 37 95 33 16 5 18 42 2 38 47 8 % A p p . T o t a l 51 . 1 39 . 3 9. 6 4. 3 77 . 1 18 . 6 22 . 4 57 . 6 20 3. 8 88 . 3 7. 9 PH F .9 0 8 .8 8 3 .5 9 1 .9 1 2 .6 7 5 .9 2 6 .8 3 6 .9 4 2 .7 1 2 .7 9 2 .6 3 5 .8 0 9 .5 6 3 .9 6 8 .7 9 2 .9 8 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-571 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - L a r g e 2 A x l e V e h i c l e s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 7 1 0 8 0 1 0 0 1 0 3 0 0 3 0 1 2 1 2 10 : 1 5 A M 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 5 1 0 6 0 8 8 10 : 3 0 A M 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 5 0 0 5 0 8 8 10 : 4 5 A M 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 1 0 2 0 4 4 To t a l 0 1 0 0 1 0 12 1 0 13 1 1 0 0 2 0 14 2 0 16 0 32 32 11 : 0 0 A M 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 5 5 11 : 1 5 A M 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 0 4 4 11 : 3 0 A M 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 4 4 11 : 4 5 A M 3 2 0 0 5 0 4 1 1 5 1 0 0 0 1 0 3 0 0 3 1 1 4 1 5 To t a l 4 3 0 0 7 0 8 1 1 9 1 0 1 0 2 0 9 0 0 9 1 27 28 12 : 0 0 P M 0 1 0 0 1 1 1 0 0 2 0 0 2 1 2 1 2 1 0 4 1 9 1 0 12 : 1 5 P M 0 1 0 0 1 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 4 4 12 : 3 0 P M 0 0 0 0 0 1 2 2 0 5 0 0 0 0 0 0 3 1 0 4 0 9 9 12 : 4 5 P M 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 3 3 To t a l 0 3 0 0 3 2 8 2 0 12 0 0 2 1 2 1 5 2 0 8 1 25 26 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 1 3 1 3 4 01 : 1 5 P M 0 0 0 0 0 0 1 2 1 3 0 0 0 0 0 0 1 0 0 1 1 4 5 01 : 3 0 P M 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 4 0 0 4 0 6 6 01 : 4 5 P M 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 6 6 To t a l 0 1 0 0 1 0 3 2 1 5 1 0 0 0 1 0 11 1 1 12 2 19 21 Gr a n d T o t a l 4 8 0 0 1 2 2 3 1 6 2 3 9 3 1 3 1 7 1 3 9 5 1 4 5 4 1 0 3 1 0 7 Ap p r c h % 33 . 3 6 6 . 7 0 5. 1 7 9 . 5 1 5 . 4 42 . 9 1 4 . 3 4 2 . 9 2. 2 8 6 . 7 1 1 . 1 To t a l % 3. 9 7 . 8 0 1 1 . 7 1. 9 3 0 . 1 5 . 8 3 7 . 9 2. 9 1 2 . 9 6 . 8 1 3 7 . 9 4 . 9 4 3 . 7 3. 7 9 6 . 3 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 4 5 A M 11 : 4 5 A M 3 2 0 5 0 4 1 5 1 0 0 1 0 3 0 3 14 12 : 0 0 P M 0 1 0 1 1 1 0 2 0 0 2 2 1 2 1 4 9 12 : 1 5 P M 0 1 0 1 0 3 0 3 0 0 0 0 0 0 0 0 4 12 : 3 0 P M 0 0 0 0 1 2 2 5 0 0 0 0 0 3 1 4 9 To t a l V o l u m e 3 4 0 7 2 10 3 15 1 0 2 3 1 8 2 11 36 % A p p . T o t a l 42 . 9 57 . 1 0 13 . 3 66 . 7 20 33 . 3 0 66 . 7 9. 1 72 . 7 18 . 2 PH F .2 5 0 .5 0 0 .0 0 0 .3 5 0 .5 0 0 .6 2 5 .3 7 5 .7 5 0 .2 5 0 .0 0 0 .2 5 0 .3 7 5 .2 5 0 .6 6 7 .5 0 0 .6 8 8 .6 4 3 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-572 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 0 Th r u 4 Le f t 3 In Ou t To t a l 4 7 11 Right 3 Thru 10 Left 2 Out TotalIn 13 15 28 Le f t 1 Th r u 0 Ri g h t 2 Ou t To t a l In 8 3 11 Left 1 Thru 8 Right 2 Total OutIn 11 11 22 Pe a k H o u r B e g i n s a t 1 1 : 4 5 A M La r g e 2 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-573 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M +0 m i n s . 3 2 0 5 0 4 1 5 1 0 0 1 0 3 0 3 +1 5 m i n s . 0 1 0 1 1 1 0 2 0 0 2 2 1 2 1 4 +3 0 m i n s . 0 1 0 1 0 3 0 3 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 1 2 2 5 0 0 0 0 0 3 1 4 To t a l V o l u m e 3 4 0 7 2 10 3 15 1 0 2 3 1 8 2 11 % A p p . T o t a l 42 . 9 57 . 1 0 13 . 3 66 . 7 20 33 . 3 0 66 . 7 9. 1 72 . 7 18 . 2 PH F .2 5 0 .5 0 0 .0 0 0 .3 5 0 .5 0 0 .6 2 5 .3 7 5 .7 5 0 .2 5 0 .0 0 0 .2 5 0 .3 7 5 .2 5 0 .6 6 7 .5 0 0 .6 8 8 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-574 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 3 A x l e V e h i c l e s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 11 : 0 0 A M 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 2 2 Ap p r c h % 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 To t a l % 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 5 0 0 5 0 0 1 0 0 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 4 5 A M 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-575 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 1 : 4 5 A M 3 A x l e V e h i c l e s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-576 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-577 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 1 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Gr o u p s P r i n t e d - 4 + A x l e T r u c k s Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Le f t Th r u Ri g h t RT O R Ap p . T o t a l Ex c l u . T o t a l In c l u . T o t a l In t . T o t a l 10 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 0 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 1 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 3 0 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 4 5 P M 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 To t a l 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 01 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 : 4 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Gr a n d T o t a l 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 Ap p r c h % 10 0 0 0 0 0 0 0 0 0 0 0 0 To t a l % 10 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E n t i r e I n t e r s e c t i o n B e g i n s a t 1 1 : 4 5 A M 11 : 4 5 A M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 0 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 1 5 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 : 3 0 P M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-578 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 2 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r T a m a r i s k R o w D r i v e Country Club Drive Country Club Drive O a s i s C l u b D r i v e Ri g h t 0 Th r u 0 Le f t 0 In Ou t To t a l 0 0 0 Right 0 Thru 0 Left 0 Out TotalIn 0 0 0 Le f t 0 Th r u 0 Ri g h t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Total OutIn 0 0 0 Pe a k H o u r B e g i n s a t 1 1 : 4 5 A M 4+ A x l e T r u c k s Pe a k H o u r D a t a No r t h Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-579 Fi l e N a m e : 1 2 _ P L D _ T a m a r i s k _ O a s i s _ C o u n t r y C l u b S a t Si t e C o d e : 0 5 1 1 8 9 3 9 St a r t D a t e : 1 / 1 2 / 2 0 1 9 Pa g e N o : 3 Ci t y o f P a l m D e s e r t N/ S : T a m a r i s k R o w D r / O a s i s C l u b D r E/ W : C o u n t r y C l u b D r i v e We a t h e r : C l e a r Ta m a r i s k R o w D r i v e So u t h b o u n d Co u n t r y C l u b D r i v e We s t b o u n d Oa s i s C l u b D r i v e No r t h b o u n d Co u n t r y C l u b D r i v e Ea s t b o u n d St a r t T i m e Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l Le f t Th r u Ri g h t Ap p . T o t a l In t . T o t a l Pe a k H o u r A n a l y s i s F r o m 1 1 : 4 5 A M t o 1 2 : 3 0 P M - P e a k 1 o f 1 Pe a k H o u r f o r E a c h A p p r o a c h B e g i n s a t : 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M 11 : 4 5 A M +0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +1 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +3 0 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +4 5 m i n s . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 To t a l V o l u m e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % A p p . T o t a l 0 0 0 0 0 0 0 0 0 0 0 0 PH F .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0 Co u n t s U n l i m i t e d PO B o x 1 1 7 8 Co r o n a , C A 9 2 8 7 8 (9 5 1 ) 2 6 8 - 6 2 6 8 3.1-580 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday North Leg East Leg South Leg West Leg Tamarisk Row Drive Country Club Drive Oasis Club Drive Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 Date: 1/11/2019 Day: Friday North Leg East Leg South Leg West Leg Tamarisk Row Drive Country Club Drive Oasis Club Drive Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 0 0 0 0 0 0 0 0 0 2 0 1 0 3 0 0 1 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 2 0 5 Date: 1/12/2019 Day: Saturday North Leg East Leg South Leg West Leg Tamarisk Row Drive Country Club Drive Oasis Club Drive Country Club Drive Pedestrians Pedestrians Pedestrians Pedestrians 0 2 2 0 4 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 2 4 9 0 15 5:00 PM 4:15 PM 4:30 PM 4:45 PM 5:00 PM Palm Desert Tamarisk Row Dr/Oasis Club Dr Country Club Drive PEDESTRIANS 3:00 PM 3:15 PM 3:30 PM 5:45 PM TOTAL VOLUMES: 6:00 PM 6:15 PM 6:30 PM 6:45 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM 6:15 PM 6:30 PM 6:45 PM TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 3:45 PM 4:00 PM 5:15 PM 5:30 PM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-581 Location:  N/S:  E/W: Date: 1/10/2019 Day: Thursday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 2 0 0 2 0 0 0 0 4 0 1 0 0 0 2 0 1 0 0 1 0 5 0 0 0 0 0 0 0 1 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 4 2 0 4 0 0 3 0 16 Date:1/11/2019 Day:Friday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 1 0 0 0 0 1 0 2 0 0 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 1 0 0 0 0 0 1 0 3 0 0 0 0 1 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 4 1 1 0 0 0 3 1 13 Date:1/12/2019 Day:Saturday Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 5 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 10 0 10 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 1 0 3 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 2 2 1 1 0 10 0 1 0 0 0 20 1 36 4:00 PM 4:15 PM 4:30 PM 4:45 PM Country Club Drive Tamarisk Row Dr/Oasis Club Dr Palm Desert BICYCLES 3:30 PM 3:00 PM 3:15 PM Eastbound TOTAL VOLUMES: 3:00 PM 3:15 PM 3:30 PM 5:45 PM 6:00 PM 6:15 PM 3:45 PM 6:00 PM 6:15 PM 6:30 PM 6:45 PM Southbound Westbound Northbound 6:30 PM 6:45 PM Tamarisk Row Drive Country Club Drive Oasis Club Drive 4:00 PM 5:15 PM 5:30 PM 5:45 PM 3:45 PM 5:00 PM 5:15 PM 5:30 PM 4:15 PM 4:30 PM 4:45 PM Country Club Drive TOTAL VOLUMES: Tamarisk Row Drive Country Club Drive Oasis Club Drive Country Club Drive Southbound Westbound Northbound Eastbound 5:00 PM Southbound Westbound Northbound Eastbound Tamarisk Row Drive Country Club Drive Oasis Club Drive Country Club Drive 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM 12:00 PM 12:15 PM 1:45 PM TOTAL VOLUMES: 12:30 PM 12:45 PM 1:00 PM 1:15 PM 1:30 PM Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 951‐268‐62683.1-582 Page 1 City of Palm Desert Cook Street N/ Country Club Drive 48 Hour Directional Volume Count PLDCONCC Site Code: 051-18939 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Start 1/11/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Fri Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 12 223 22 235 12:15 6 255 12 256 12:30 9 238 8 302 12:45 5 232 32 948 10 272 52 1065 84 2013 01:00 12 205 8 244 01:15 10 194 14 241 01:30 8 216 10 251 01:45 4 203 34 818 10 268 42 1004 76 1822 02:00 8 250 7 239 02:15 7 247 8 300 02:30 3 273 5 306 02:45 9 293 27 1063 5 336 25 1181 52 2244 03:00 12 322 11 336 03:15 11 287 10 295 03:30 7 295 15 289 03:45 12 309 42 1213 7 318 43 1238 85 2451 04:00 10 288 8 257 04:15 13 260 11 283 04:30 9 243 22 264 04:45 22 257 54 1048 46 263 87 1067 141 2115 05:00 11 302 42 247 05:15 13 236 55 232 05:30 31 224 47 228 05:45 43 193 98 955 96 236 240 943 338 1898 06:00 51 154 69 185 06:15 55 152 125 182 06:30 66 136 155 171 06:45 92 150 264 592 236 163 585 701 849 1293 07:00 138 117 252 126 07:15 156 88 336 142 07:30 220 89 285 120 07:45 158 71 672 365 338 126 1211 514 1883 879 08:00 157 101 292 122 08:15 199 98 255 100 08:30 159 70 263 95 08:45 198 57 713 326 249 108 1059 425 1772 751 09:00 155 62 223 92 09:15 171 73 212 111 09:30 178 60 220 90 09:45 204 59 708 254 231 78 886 371 1594 625 10:00 220 62 209 83 10:15 209 59 229 66 10:30 196 40 221 67 10:45 196 35 821 196 249 59 908 275 1729 471 11:00 208 42 229 57 11:15 187 28 239 47 11:30 222 35 228 34 11:45 202 22 819 127 217 36 913 174 1732 301 Total 4284 7905 4284 7905 6051 8958 6051 8958 10335 16863 Combined Total 12189 12189 15009 15009 27198 AM Peak - 09:45 --- 07:15 ----- Vol.- 829 --- 1251 ----- P.H.F. 0.942 0.925 PM Peak -- 03:00 --- 02:15 ---- Vol.-- 1213 --- 1278 ---- P.H.F. 0.942 0.951 Percentag e 35.1% 64.9% 40.3% 59.7% 3.1-583 Page 2 City of Palm Desert Cook Street N/ Country Club Drive 48 Hour Directional Volume Count PLDCONCC Site Code: 051-18939 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Start 1/12/2019 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 20 179 30 198 12:15 27 174 16 215 12:30 13 206 26 223 12:45 15 152 75 711 19 209 91 845 166 1556 01:00 16 174 21 218 01:15 9 171 12 233 01:30 12 156 7 239 01:45 13 157 50 658 13 197 53 887 103 1545 02:00 6 151 12 180 02:15 9 176 10 190 02:30 8 174 11 214 02:45 3 157 26 658 7 225 40 809 66 1467 03:00 8 170 8 218 03:15 4 188 14 218 03:30 3 168 9 219 03:45 14 204 29 730 5 216 36 871 65 1601 04:00 15 150 10 166 04:15 6 149 11 185 04:30 16 167 26 200 04:45 20 148 57 614 25 161 72 712 129 1326 05:00 7 158 25 167 05:15 18 150 21 191 05:30 16 138 34 187 05:45 17 151 58 597 54 155 134 700 192 1297 06:00 35 127 40 155 06:15 51 114 47 178 06:30 32 134 56 115 06:45 29 92 147 467 117 115 260 563 407 1030 07:00 52 131 95 102 07:15 58 86 97 92 07:30 61 92 134 95 07:45 87 57 258 366 161 83 487 372 745 738 08:00 95 74 134 77 08:15 115 90 120 82 08:30 140 82 139 106 08:45 153 107 503 353 172 90 565 355 1068 708 09:00 123 89 136 72 09:15 143 84 140 82 09:30 143 65 172 73 09:45 178 59 587 297 196 79 644 306 1231 603 10:00 169 61 154 63 10:15 169 48 162 58 10:30 180 55 180 71 10:45 154 34 672 198 201 56 697 248 1369 446 11:00 150 38 168 41 11:15 160 26 195 41 11:30 153 33 216 35 11:45 160 26 623 123 206 25 785 142 1408 265 Total 3085 5772 3085 5772 3864 6810 3864 6810 6949 12582 Combined Total 8857 8857 10674 10674 19531 AM Peak - 09:45 --- 11:00 ----- Vol.- 696 --- 785 ----- P.H.F. 0.967 0.909 PM Peak -- 03:00 --- 00:45 ---- Vol.-- 730 --- 899 ---- P.H.F. 0.886 0.940 Percentag e 34.8% 65.2% 36.2% 63.8% ADT/AADT ADT 23,364 AADT 23,364 3.1-584 Page 1 City of Palm Desert Country Club Drive W/ Cook Street 48 Hour Directional Volume Count PLDCCWCO Site Code: 051-18939 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Start 1/11/2019 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Fri Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 21 171 10 209 12:15 9 199 6 209 12:30 17 191 3 223 12:45 20 199 67 760 7 235 26 876 93 1636 01:00 21 175 4 230 01:15 8 181 5 200 01:30 19 243 5 224 01:45 8 230 56 829 7 233 21 887 77 1716 02:00 8 221 4 189 02:15 10 233 4 215 02:30 4 231 3 229 02:45 7 255 29 940 4 238 15 871 44 1811 03:00 4 256 5 229 03:15 2 246 4 235 03:30 7 267 7 199 03:45 2 247 15 1016 14 209 30 872 45 1888 04:00 6 240 8 162 04:15 8 238 18 191 04:30 6 213 31 185 04:45 11 263 31 954 50 202 107 740 138 1694 05:00 13 238 33 174 05:15 11 251 43 203 05:30 22 200 47 173 05:45 25 168 71 857 95 166 218 716 289 1573 06:00 31 136 56 113 06:15 25 158 79 155 06:30 46 132 125 129 06:45 61 113 163 539 140 108 400 505 563 1044 07:00 86 124 162 112 07:15 88 119 205 72 07:30 100 104 266 73 07:45 109 110 383 457 304 69 937 326 1320 783 08:00 102 113 268 68 08:15 115 114 232 54 08:30 129 83 246 45 08:45 148 92 494 402 244 57 990 224 1484 626 09:00 126 90 212 49 09:15 117 89 210 63 09:30 126 77 206 47 09:45 159 89 528 345 214 40 842 199 1370 544 10:00 133 101 226 54 10:15 144 82 199 37 10:30 159 57 218 56 10:45 184 34 620 274 273 28 916 175 1536 449 11:00 176 43 234 28 11:15 181 36 218 14 11:30 184 40 213 19 11:45 185 28 726 147 194 22 859 83 1585 230 Total 3183 7520 3183 7520 5361 6474 5361 6474 8544 13994 Combined Total 10703 10703 11835 11835 22538 AM Peak - 11:00 --- 07:30 ----- Vol.- 726 --- 1070 ----- P.H.F. 0.981 0.880 PM Peak -- 02:45 --- 02:30 ---- Vol.-- 1024 --- 931 ---- P.H.F. 0.959 0.978 Percentag e 29.7% 70.3% 45.3% 54.7% 3.1-585 Page 2 City of Palm Desert Country Club Drive W/ Cook Street 48 Hour Directional Volume Count PLDCCWCO Site Code: 051-18939 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Start 1/12/2019 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Sat Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 19 149 17 170 12:15 20 172 10 190 12:30 22 137 14 171 12:45 16 168 77 626 6 164 47 695 124 1321 01:00 22 152 7 161 01:15 16 163 10 165 01:30 9 164 7 165 01:45 11 157 58 636 6 183 30 674 88 1310 02:00 10 165 8 131 02:15 7 135 3 137 02:30 12 179 6 163 02:45 9 137 38 616 6 156 23 587 61 1203 03:00 4 161 2 149 03:15 4 160 2 151 03:30 9 190 7 138 03:45 3 185 20 696 16 194 27 632 47 1328 04:00 5 135 9 124 04:15 3 143 15 138 04:30 12 112 24 128 04:45 10 127 30 517 42 141 90 531 120 1048 05:00 10 131 24 136 05:15 5 136 26 152 05:30 18 130 54 130 05:45 14 117 47 514 65 137 169 555 216 1069 06:00 18 105 33 144 06:15 24 147 49 202 06:30 40 116 68 147 06:45 24 123 106 491 100 106 250 599 356 1090 07:00 40 111 67 83 07:15 40 92 71 77 07:30 66 121 119 72 07:45 65 117 211 441 127 64 384 296 595 737 08:00 59 94 109 64 08:15 60 107 119 72 08:30 68 139 126 80 08:45 94 148 281 488 156 80 510 296 791 784 09:00 76 111 107 64 09:15 71 131 134 57 09:30 86 97 171 59 09:45 97 108 330 447 163 46 575 226 905 673 10:00 100 95 141 48 10:15 124 59 166 43 10:30 122 48 150 41 10:45 90 54 436 256 195 32 652 164 1088 420 11:00 104 40 162 22 11:15 140 42 154 19 11:30 132 36 163 18 11:45 125 21 501 139 176 17 655 76 1156 215 Total 2135 5867 2135 5867 3412 5331 3412 5331 5547 11198 Combined Total 8002 8002 8743 8743 16745 AM Peak - 11:00 --- 10:45 ----- Vol.- 501 --- 674 ----- P.H.F. 0.895 0.864 PM Peak -- 03:00 --- 12:00 ---- Vol.-- 696 --- 695 ---- P.H.F. 0.916 0.914 Percentag e 26.7% 73.3% 39.0% 61.0% ADT/AADT ADT 19,642 AADT 19,642 3.1-586 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 3.2: EXISTING (2019) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 162 671 232 264 434 178 216 1167 180 223 977 90 Future Volume (vph) 162 671 232 264 434 178 216 1167 180 223 977 90 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 106.7 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 3.2-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 162 671 232 264 434 178 216 1167 180 223 977 90 Future Volume (veh/h) 162 671 232 264 434 178 216 1167 180 223 977 90 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 169 699 0 275 452 0 225 1216 99 232 1018 30 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 235 1016 344 1177 292 2036 631 302 2050 636 Arrive On Green 0.07 0.20 0.00 0.10 0.23 0.00 0.08 0.40 0.40 0.09 0.40 0.40 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1584 3456 5106 1584 Grp Volume(v), veh/h 169 699 0 275 452 0 225 1216 99 232 1018 30 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1584 1728 1702 1584 Q Serve(g_s), s 4.8 12.9 0.0 7.9 7.6 0.0 6.4 19.0 4.1 6.6 15.1 1.2 Cycle Q Clear(g_c), s 4.8 12.9 0.0 7.9 7.6 0.0 6.4 19.0 4.1 6.6 15.1 1.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 235 1016 344 1177 292 2036 631 302 2050 636 V/C Ratio(X)0.72 0.69 0.80 0.38 0.77 0.60 0.16 0.77 0.50 0.05 Avail Cap(c_a), veh/h 355 1605 492 1807 389 2036 631 492 2050 636 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.2 37.6 0.0 44.5 32.8 0.0 45.3 24.0 19.5 45.2 22.6 18.5 Incr Delay (d2), s/veh 1.6 0.8 0.0 3.8 0.2 0.0 4.4 1.3 0.5 1.6 0.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 5.1 0.0 3.4 3.0 0.0 2.8 7.2 1.5 2.8 5.6 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.8 38.4 0.0 48.3 33.1 0.0 49.8 25.3 20.0 46.7 23.5 18.6 LnGrp LOS D D D C D C C D C B Approach Vol, veh/h 868 A 727 A 1540 1280 Approach Delay, s/veh 40.3 38.8 28.5 27.6 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.4 46.7 14.7 26.3 13.1 47.0 11.5 29.5 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 8.6 21.0 9.9 14.9 8.4 17.1 6.8 9.6 Green Ext Time (p_c), s 0.2 7.5 0.2 3.9 0.1 6.6 0.1 2.7 Intersection Summary HCM 6th Ctrl Delay 32.3 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 3.2-2 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)56 775 218 185 569 144 200 606 189 67 391 Future Volume (vph)56 775 218 185 569 144 200 606 189 67 391 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 113.7 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 3.2-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 56 775 218 185 569 144 200 606 189 67 391 44 Future Volume (veh/h) 56 775 218 185 569 144 200 606 189 67 391 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 59 816 140 195 599 74 211 638 116 71 412 27 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 76 963 422 225 1260 554 240 1254 552 91 912 60 Arrive On Green 0.04 0.27 0.27 0.13 0.35 0.35 0.13 0.35 0.35 0.05 0.27 0.27 Sat Flow, veh/h 1781 3554 1559 1781 3554 1564 1781 3554 1565 1781 3386 221 Grp Volume(v), veh/h 59 816 140 195 599 74 211 638 116 71 216 223 Grp Sat Flow(s),veh/h/ln 1781 1777 1559 1781 1777 1564 1781 1777 1565 1781 1777 1831 Q Serve(g_s), s 3.6 23.8 7.9 11.8 14.3 3.5 12.7 15.5 5.7 4.3 11.0 11.1 Cycle Q Clear(g_c), s 3.6 23.8 7.9 11.8 14.3 3.5 12.7 15.5 5.7 4.3 11.0 11.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.12 Lane Grp Cap(c), veh/h 76 963 422 225 1260 554 240 1254 552 91 479 493 V/C Ratio(X) 0.78 0.85 0.33 0.87 0.48 0.13 0.88 0.51 0.21 0.78 0.45 0.45 Avail Cap(c_a), veh/h 117 1161 509 285 1496 658 250 1254 552 141 479 493 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 51.9 37.8 32.0 47.0 27.4 24.0 46.5 28.0 24.8 51.4 33.3 33.3 Incr Delay (d2), s/veh 6.8 5.2 0.5 17.2 0.3 0.1 26.4 1.5 0.9 5.6 3.0 3.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 10.4 2.9 6.1 5.8 1.2 7.1 6.4 2.1 2.0 4.9 5.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.7 42.9 32.4 64.1 27.7 24.1 72.9 29.4 25.6 56.9 36.3 36.3 LnGrp LOS E D C E C C E C C E D D Approach Vol, veh/h 1015 868 965 510 Approach Delay, s/veh 42.4 35.6 38.5 39.2 Approach LOS D D D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.2 45.0 18.4 35.9 19.3 35.9 9.3 45.0 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 6.3 17.5 13.8 25.8 14.7 13.1 5.6 16.3 Green Ext Time (p_c), s 0.0 4.0 0.1 3.9 0.0 1.9 0.0 4.0 Intersection Summary HCM 6th Ctrl Delay 39.0 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-4 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 107 933 41 79 779 18 58 6 28 2 56 Future Volume (vph) 107 933 41 79 779 18 58 6 28 2 56 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 79.3 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 3.2-5 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 107 933 41 79 779 18 58 6 131 28 2 56 Future Volume (veh/h) 107 933 41 79 779 18 58 6 131 28 2 56 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 109 952 0 81 795 16 59 6 66 29 2 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 214 1603 105 1592 701 86 21 229 106 261 Arrive On Green 0.06 0.45 0.00 0.06 0.45 0.45 0.05 0.16 0.16 0.03 0.14 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1564 1781 132 1456 3456 1870 1585 Grp Volume(v), veh/h 109 952 0 81 795 16 59 0 72 29 2 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1564 1781 0 1588 1728 1870 1585 Q Serve(g_s), s 2.2 14.3 0.0 3.2 11.4 0.4 2.3 0.0 2.9 0.6 0.1 0.0 Cycle Q Clear(g_c), s 2.2 14.3 0.0 3.2 11.4 0.4 2.3 0.0 2.9 0.6 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 Lane Grp Cap(c), veh/h 214 1603 105 1592 701 86 0 249 106 261 V/C Ratio(X)0.51 0.59 0.77 0.50 0.02 0.69 0.00 0.29 0.27 0.01 Avail Cap(c_a), veh/h 726 1603 374 1592 701 374 0 809 726 953 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.5 14.7 0.0 33.1 14.0 11.0 33.5 0.0 26.6 33.8 26.5 0.0 Incr Delay (d2), s/veh 0.7 1.6 0.0 4.5 1.1 0.1 3.6 0.0 0.6 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 5.0 0.0 1.4 3.9 0.1 1.1 0.0 1.1 0.3 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.2 16.3 0.0 37.7 15.1 11.1 37.0 0.0 27.2 34.4 26.5 0.0 LnGrp LOS C B D B B D A C C C Approach Vol, veh/h 1061 A 892 131 31 A Approach Delay, s/veh 18.1 17.1 31.6 33.9 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.8 17.4 8.8 38.4 8.0 16.2 9.0 38.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 2.6 4.9 5.2 16.3 4.3 2.1 4.2 13.4 Green Ext Time (p_c), s 0.0 0.4 0.0 5.3 0.0 0.0 0.1 4.7 Intersection Summary HCM 6th Ctrl Delay 18.7 HCM 6th LOS B Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 3.2-6 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)1 44 352 667 225 Future Volume (vph)1 44 352 667 225 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)75.0 75.0 35.0 35.0 Total Split (%)68.2% 68.2% 31.8% 31.8% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 3.2-7 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 451 1 44 0 352 667 0 225 38 Future Volume (veh/h) 0 0 0 451 1 44 0 352 667 0 225 38 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 907 1900 0 1796 1826 0 1737 1737 Adj Flow Rate, veh/h 480 1 30 0 374 0 0 239 22 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %0 67 0 0 7 5 0 11 11 Cap, veh/h 494 1 923 0 1107 0 1435 129 Arrive On Green 0.57 0.57 0.57 0.00 0.32 0.00 0.00 0.32 0.32 Sat Flow, veh/h 862 2 1610 0 3503 1547 0 4583 399 Grp Volume(v), veh/h 481 0 30 0 374 0 0 169 92 Grp Sat Flow(s),veh/h/ln 864 0 1610 0 1706 1547 0 1581 1665 Q Serve(g_s), s 59.0 0.0 0.9 0.0 9.1 0.0 0.0 4.2 4.3 Cycle Q Clear(g_c), s 59.0 0.0 0.9 0.0 9.1 0.0 0.0 4.2 4.3 Prop In Lane 1.00 1.00 0.00 1.00 0.00 0.24 Lane Grp Cap(c), veh/h 495 0 923 0 1107 0 1025 540 V/C Ratio(X)0.97 0.00 0.03 0.00 0.34 0.00 0.17 0.17 Avail Cap(c_a), veh/h 547 0 1020 0 1107 0 1025 540 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 22.6 0.0 10.2 0.0 28.2 0.0 0.0 26.5 26.6 Incr Delay (d2), s/veh 30.0 0.0 0.0 0.0 0.8 0.0 0.0 0.3 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.4 0.0 0.3 0.0 3.6 0.0 0.0 1.5 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.7 0.0 10.2 0.0 29.0 0.0 0.0 26.9 27.3 LnGrp LOS D A B A C A C C Approach Vol, veh/h 511 374 A 261 Approach Delay, s/veh 50.2 29.0 27.0 Approach LOS D C C Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 41.7 41.7 68.3 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 29.0 29.0 69.7 Max Q Clear Time (g_c+I1), s 11.1 6.3 61.0 Green Ext Time (p_c), s 1.2 0.8 2.0 Intersection Summary HCM 6th Ctrl Delay 38.0 HCM 6th LOS D Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 3.2-8 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph)58 2 477 961 65 611 Future Volume (vph)58 2 477 961 65 611 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 3.2-9 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 58 2 477 0 0 0 0 961 722 65 611 0 Future Volume (veh/h) 58 2 477 0 0 0 0 961 722 65 611 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1900 1752 0 1811 1811 1426 1811 0 Adj Flow Rate, veh/h 61 0 210 0 1012 709 68 643 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 8 0 10 0 6 6 32 6 0 Cap, veh/h 159 0 278 0 2312 1076 81 3974 0 Arrive On Green 0.09 0.00 0.09 0.00 0.70 0.70 0.06 0.80 0.00 Sat Flow, veh/h 1697 0 2969 0 3459 1535 1358 5107 0 Grp Volume(v), veh/h 61 0 210 0 1012 709 68 643 0 Grp Sat Flow(s),veh/h/ln 1697 0 1485 0 1648 1535 1358 1648 0 Q Serve(g_s), s 3.7 0.0 7.6 0.0 14.6 28.2 5.5 3.2 0.0 Cycle Q Clear(g_c), s 3.7 0.0 7.6 0.0 14.6 28.2 5.5 3.2 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 159 0 278 0 2312 1076 81 3974 0 V/C Ratio(X)0.38 0.00 0.76 0.00 0.44 0.66 0.84 0.16 0.00 Avail Cap(c_a), veh/h 535 0 937 0 2312 1076 251 3974 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.75 0.75 1.00 1.00 0.00 Uniform Delay (d), s/veh 46.9 0.0 48.6 0.0 7.1 9.1 51.2 2.4 0.0 Incr Delay (d2), s/veh 1.1 0.0 3.1 0.0 0.5 2.4 8.4 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 0.0 2.8 0.0 3.9 7.5 2.0 0.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.0 0.0 51.8 0.0 7.5 11.5 59.6 2.5 0.0 LnGrp LOS D A D A A B E A A Approach Vol, veh/h 271 1721 711 Approach Delay, s/veh 50.9 9.2 8.0 Approach LOS D A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 11.3 83.2 15.6 94.4 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 7.5 30.2 9.6 5.2 Green Ext Time (p_c), s 0.0 4.8 0.7 2.5 Intersection Summary HCM 6th Ctrl Delay 13.0 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-10 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 460 252 99 49 178 151 179 1020 25 183 699 166 Future Volume (vph) 460 252 99 49 178 151 179 1020 25 183 699 166 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)22.0 51.0 12.4 41.4 41.4 13.0 43.8 43.8 12.8 43.6 43.6 Total Split (%)18.3% 42.5% 10.3% 34.5% 34.5% 10.8% 36.5% 36.5% 10.7% 36.3% 36.3% Yellow Time (s)3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 99.1 Natural Cycle: 115 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 3.2-11 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 460 252 99 49 178 151 179 1020 25 183 699 166 Future Volume (veh/h) 460 252 99 49 178 151 179 1020 25 183 699 166 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 484 265 0 52 187 67 188 1074 13 193 736 97 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 563 845 140 398 175 261 2132 662 266 2139 661 Arrive On Green 0.16 0.24 0.00 0.04 0.11 0.11 0.08 0.42 0.42 0.08 0.42 0.42 Sat Flow, veh/h 3456 3554 1585 3456 3554 1563 3456 5106 1585 3456 5106 1578 Grp Volume(v), veh/h 484 265 0 52 187 67 188 1074 13 193 736 97 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1563 1728 1702 1585 1728 1702 1578 Q Serve(g_s), s 12.2 5.5 0.0 1.3 4.4 3.6 4.8 13.9 0.4 4.9 8.7 3.4 Cycle Q Clear(g_c), s 12.2 5.5 0.0 1.3 4.4 3.6 4.8 13.9 0.4 4.9 8.7 3.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 563 845 140 398 175 261 2132 662 266 2139 661 V/C Ratio(X)0.86 0.31 0.37 0.47 0.38 0.72 0.50 0.02 0.73 0.34 0.15 Avail Cap(c_a), veh/h 677 1814 317 1432 630 340 2132 662 333 2139 661 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.4 28.0 0.0 41.7 37.2 36.8 40.4 19.2 15.3 40.3 17.6 16.1 Incr Delay (d2), s/veh 8.2 0.2 0.0 0.6 0.9 1.4 3.1 0.9 0.1 3.9 0.4 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.5 2.3 0.0 0.6 1.9 1.4 2.0 4.9 0.2 2.1 3.1 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.6 28.3 0.0 42.3 38.0 38.2 43.4 20.0 15.3 44.3 18.1 16.5 LnGrp LOS D C D D D D C B D B B Approach Vol, veh/h 749 A 306 1275 1026 Approach Delay, s/veh 38.8 38.8 23.4 22.8 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.1 43.8 7.8 26.6 10.9 43.9 19.1 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 8.6 37.3 * 8.2 45.6 * 8.8 37.1 17.5 36.0 Max Q Clear Time (g_c+I1), s 6.9 15.9 3.3 7.5 6.8 10.7 14.2 6.4 Green Ext Time (p_c), s 0.1 6.8 0.0 1.7 0.1 4.9 0.4 1.3 Intersection Summary HCM 6th Ctrl Delay 28.1 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 3.2-12 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 252 275 155 41 191 53 105 932 48 820 167 Future Volume (vph) 252 275 155 41 191 53 105 932 48 820 167 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 42.5 42.5 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (s)10.4 43.3 43.3 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.9% 41.2% 41.2% 9.1% 40.5% 40.5% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 84.8 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 3.2-13 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 252 275 155 41 191 53 105 932 69 48 820 167 Future Volume (veh/h) 252 275 155 41 191 53 105 932 69 48 820 167 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 260 284 78 42 197 27 108 961 55 49 845 106 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 253 600 267 132 475 208 198 1608 92 144 2324 720 Arrive On Green 0.07 0.17 0.17 0.04 0.13 0.13 0.06 0.47 0.47 0.04 0.46 0.46 Sat Flow, veh/h 3456 3554 1579 3456 3554 1558 3456 3416 196 3456 5106 1583 Grp Volume(v), veh/h 260 284 78 42 197 27 108 500 516 49 845 106 Grp Sat Flow(s),veh/h/ln 1728 1777 1579 1728 1777 1558 1728 1777 1835 1728 1702 1583 Q Serve(g_s), s 5.8 5.7 3.4 0.9 4.0 1.2 2.4 16.4 16.4 1.1 8.5 3.1 Cycle Q Clear(g_c), s 5.8 5.7 3.4 0.9 4.0 1.2 2.4 16.4 16.4 1.1 8.5 3.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.11 1.00 1.00 Lane Grp Cap(c), veh/h 253 600 267 132 475 208 198 836 864 144 2324 720 V/C Ratio(X) 1.03 0.47 0.29 0.32 0.41 0.13 0.55 0.60 0.60 0.34 0.36 0.15 Avail Cap(c_a), veh/h 253 1653 735 218 1617 709 218 836 864 218 2324 720 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.7 29.7 28.7 37.0 31.4 30.2 36.3 15.4 15.4 36.8 14.1 12.6 Incr Delay (d2), s/veh 63.5 0.6 0.6 0.5 0.6 0.3 0.9 3.1 3.0 0.5 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 2.2 1.2 0.4 1.6 0.4 1.0 6.0 6.2 0.4 2.8 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 100.1 30.3 29.3 37.6 32.0 30.5 37.2 18.6 18.5 37.4 14.5 13.0 LnGrp LOS F C C D C C D B B D B B Approach Vol, veh/h 622 266 1124 1000 Approach Delay, s/veh 59.4 32.7 20.3 15.5 Approach LOS E C C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.9 43.7 7.6 19.9 9.1 42.5 10.4 17.1 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.8 36.0 Max Q Clear Time (g_c+I1), s 3.1 18.4 2.9 7.7 4.4 10.5 7.8 6.0 Green Ext Time (p_c), s 0.0 5.3 0.0 1.8 0.0 5.7 0.0 1.1 Intersection Summary HCM 6th Ctrl Delay 27.9 HCM 6th LOS C 3.2-14 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 2.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 53 28 5 1078 995 32 Future Vol, veh/h 53 28 5 1078 995 32 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 55 29 5 1111 1026 33 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1592 513 1059 0 - 0 Stage 1 1026 - - - - - Stage 2 566 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 98 506 653 - - - Stage 1 307 - - - - - Stage 2 532 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 97 506 653 - - - Mov Cap-2 Maneuver 97 - - - - - Stage 1 305 - - - - - Stage 2 532 - - - - - Approach EB NB SB HCM Control Delay, s 57.9 0 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)653 - 97 506 - - HCM Lane V/C Ratio 0.008 - 0.563 0.057 - - HCM Control Delay (s) 10.6 - 81.9 12.5 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0 - 2.6 0.2 - - 3.2-15 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 155 670 225 141 474 138 273 882 171 247 810 138 Future Volume (vph) 155 670 225 141 474 138 273 882 171 247 810 138 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 109.8 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 3.2-16 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 155 670 225 141 474 138 273 882 171 247 810 138 Future Volume (veh/h) 155 670 225 141 474 138 273 882 171 247 810 138 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 163 705 153 148 499 85 287 928 124 260 853 78 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 227 892 390 210 875 383 352 1368 602 324 1340 596 Arrive On Green 0.07 0.25 0.25 0.06 0.25 0.25 0.10 0.39 0.39 0.09 0.38 0.38 Sat Flow, veh/h 3456 3554 1555 3456 3554 1557 3456 3554 1564 3456 3554 1581 Grp Volume(v), veh/h 163 705 153 148 499 85 287 928 124 260 853 78 Grp Sat Flow(s),veh/h/ln 1728 1777 1555 1728 1777 1557 1728 1777 1564 1728 1777 1581 Q Serve(g_s), s 4.8 19.3 8.5 4.4 12.8 4.5 8.5 22.6 5.5 7.7 20.5 3.4 Cycle Q Clear(g_c), s 4.8 19.3 8.5 4.4 12.8 4.5 8.5 22.6 5.5 7.7 20.5 3.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 227 892 390 210 875 383 352 1368 602 324 1340 596 V/C Ratio(X) 0.72 0.79 0.39 0.70 0.57 0.22 0.82 0.68 0.21 0.80 0.64 0.13 Avail Cap(c_a), veh/h 345 1290 565 295 1239 543 431 1368 602 385 1340 596 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.7 36.4 32.4 48.0 34.4 31.3 45.8 26.6 21.4 46.2 26.6 21.3 Incr Delay (d2), s/veh 1.6 2.2 0.6 1.7 0.6 0.3 7.9 2.7 0.8 8.3 2.3 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 8.1 3.1 1.9 5.3 1.6 3.9 9.3 2.0 3.5 8.3 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.3 38.6 33.0 49.6 35.0 31.6 53.7 29.4 22.2 54.5 28.9 21.7 LnGrp LOS D D C D D C D C C D C C Approach Vol, veh/h 1021 732 1339 1191 Approach Delay, s/veh 39.5 37.6 33.9 34.0 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.4 46.5 10.9 32.3 15.2 45.7 11.4 31.8 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 9.7 24.6 6.4 21.3 10.5 22.5 6.8 14.8 Green Ext Time (p_c), s 0.1 5.5 0.1 4.4 0.1 4.9 0.1 3.1 Intersection Summary HCM 6th Ctrl Delay 35.9 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-17 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 216 415 189 333 146 138 933 276 148 803 187 Future Volume (vph) 216 415 189 333 146 138 933 276 148 803 187 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 99.7 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 3.2-18 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 216 415 128 189 333 146 138 933 276 148 803 187 Future Volume (veh/h) 216 415 128 189 333 146 138 933 276 148 803 187 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 237 456 126 208 366 120 152 1025 217 163 882 136 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 313 594 163 284 739 325 225 1419 624 237 1431 630 Arrive On Green 0.09 0.22 0.22 0.08 0.21 0.21 0.06 0.40 0.40 0.07 0.40 0.40 Sat Flow, veh/h 3456 2746 753 3456 3554 1562 3456 3554 1562 3456 3554 1564 Grp Volume(v), veh/h 237 294 288 208 366 120 152 1025 217 163 882 136 Grp Sat Flow(s),veh/h/ln 1728 1777 1722 1728 1777 1562 1728 1777 1562 1728 1777 1564 Q Serve(g_s), s 6.1 14.1 14.3 5.3 8.2 6.0 3.9 22.1 8.8 4.2 17.9 5.2 Cycle Q Clear(g_c), s 6.1 14.1 14.3 5.3 8.2 6.0 3.9 22.1 8.8 4.2 17.9 5.2 Prop In Lane 1.00 0.44 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 313 385 373 284 739 325 225 1419 624 237 1431 630 V/C Ratio(X) 0.76 0.76 0.77 0.73 0.50 0.37 0.68 0.72 0.35 0.69 0.62 0.22 Avail Cap(c_a), veh/h 480 733 710 480 1466 644 480 1419 624 480 1431 630 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.3 33.4 33.4 40.6 31.7 30.8 41.5 23.0 19.0 41.3 21.5 17.7 Incr Delay (d2), s/veh 1.4 3.2 3.5 1.4 0.5 0.7 1.3 3.2 1.5 1.3 2.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 6.0 6.0 2.2 3.4 2.2 1.6 8.8 3.2 1.7 7.0 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.7 36.5 36.9 42.0 32.2 31.5 42.8 26.2 20.5 42.6 23.5 18.5 LnGrp LOS D D D D C C D C C D C B Approach Vol, veh/h 819 694 1394 1181 Approach Delay, s/veh 38.1 35.0 27.1 25.6 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.8 42.4 12.1 25.4 10.5 42.7 12.8 24.7 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 6.2 24.1 7.3 16.3 5.9 19.9 8.1 10.2 Green Ext Time (p_c), s 0.1 5.6 0.2 3.2 0.1 5.4 0.2 2.6 Intersection Summary HCM 6th Ctrl Delay 30.2 HCM 6th LOS C 3.2-19 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)35 933 71 60 575 62 57 107 87 63 97 30 Future Volume (vph)35 933 71 60 575 62 57 107 87 63 97 30 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 85.6 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 3.2-20 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 933 71 60 575 62 57 107 87 63 97 30 Future Volume (veh/h) 35 933 71 60 575 62 57 107 87 63 97 30 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 36 972 48 62 599 44 59 111 33 66 101 19 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 62 1730 772 86 1776 782 83 467 205 88 476 212 Arrive On Green 0.04 0.49 0.49 0.05 0.50 0.50 0.05 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1585 1781 3554 1564 1781 3554 1563 1781 3554 1585 Grp Volume(v), veh/h 36 972 48 62 599 44 59 111 33 66 101 19 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1564 1781 1777 1563 1781 1777 1585 Q Serve(g_s), s 1.5 14.7 1.2 2.6 7.7 1.1 2.5 2.1 1.4 2.8 1.9 0.8 Cycle Q Clear(g_c), s 1.5 14.7 1.2 2.6 7.7 1.1 2.5 2.1 1.4 2.8 1.9 0.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 62 1730 772 86 1776 782 83 467 205 88 476 212 V/C Ratio(X) 0.58 0.56 0.06 0.72 0.34 0.06 0.71 0.24 0.16 0.75 0.21 0.09 Avail Cap(c_a), veh/h 258 1730 772 258 1776 782 258 1842 811 258 1842 822 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.1 13.8 10.3 35.7 11.4 9.8 35.7 29.6 29.3 35.7 29.3 28.8 Incr Delay (d2), s/veh 3.1 1.3 0.2 4.3 0.5 0.1 4.0 0.3 0.4 4.7 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 5.0 0.4 1.2 2.6 0.3 1.1 0.9 0.5 1.2 0.8 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.2 15.1 10.5 40.0 11.9 9.9 39.8 29.8 29.6 40.4 29.5 29.0 LnGrp LOS D B B D B A D C C D C C Approach Vol, veh/h 1056 705 203 186 Approach Delay, s/veh 15.7 14.3 32.7 33.3 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.4 16.2 8.2 43.2 8.2 16.4 7.3 44.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 4.8 4.1 4.6 16.7 4.5 3.9 3.5 9.7 Green Ext Time (p_c), s 0.0 0.7 0.0 6.3 0.0 0.6 0.0 3.9 Intersection Summary HCM 6th Ctrl Delay 18.4 HCM 6th LOS B 3.2-21 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)22 887 77 53 599 158 60 146 91 211 146 16 Future Volume (vph)22 887 77 53 599 158 60 146 91 211 146 16 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 81 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 3.2-22 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 22 887 77 53 599 158 60 146 91 211 146 16 Future Volume (veh/h) 22 887 77 53 599 158 60 146 91 211 146 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 23 914 54 55 618 105 62 151 30 218 151 5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 45 1722 768 79 1791 787 359 890 391 353 890 392 Arrive On Green 0.03 0.48 0.48 0.04 0.50 0.50 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1781 3554 1585 1781 3554 1562 1231 3554 1563 1203 3554 1565 Grp Volume(v), veh/h 23 914 54 55 618 105 62 151 30 218 151 5 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1562 1231 1777 1563 1203 1777 1565 Q Serve(g_s), s 1.0 14.0 1.4 2.4 8.2 2.8 3.3 2.6 1.2 13.6 2.6 0.2 Cycle Q Clear(g_c), s 1.0 14.0 1.4 2.4 8.2 2.8 5.9 2.6 1.2 16.2 2.6 0.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 45 1722 768 79 1791 787 359 890 391 353 890 392 V/C Ratio(X) 0.51 0.53 0.07 0.69 0.35 0.13 0.17 0.17 0.08 0.62 0.17 0.01 Avail Cap(c_a), veh/h 627 1722 768 627 1791 787 633 1681 739 621 1681 740 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.8 14.0 10.8 36.9 11.7 10.3 25.3 23.0 22.5 29.4 23.0 22.1 Incr Delay (d2), s/veh 3.4 1.2 0.2 4.0 0.5 0.4 0.2 0.1 0.1 1.8 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 4.9 0.5 1.1 2.8 0.9 0.9 1.0 0.4 3.6 1.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.1 15.2 11.0 40.9 12.2 10.7 25.5 23.1 22.5 31.1 23.1 22.1 LnGrp LOS D B B D B B C C C C C C Approach Vol, veh/h 991 778 243 374 Approach Delay, s/veh 15.6 14.0 23.7 27.8 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 26.1 8.1 44.2 26.1 6.6 45.7 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 7.9 4.4 16.0 18.2 3.0 10.2 Green Ext Time (p_c), s 1.1 0.0 6.0 1.4 0.0 4.2 Intersection Summary HCM 6th Ctrl Delay 17.8 HCM 6th LOS B 3.2-23 Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)99 383 123 298 272 157 135 974 89 166 1142 38 Future Volume (vph)99 383 123 298 272 157 135 974 89 166 1142 38 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 98.8 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 3.2-24 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 99 383 123 298 272 157 135 974 89 166 1142 38 Future Volume (veh/h) 99 383 123 298 272 157 135 974 89 166 1142 38 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 100 387 0 301 275 0 136 984 23 168 1154 18 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 177 674 380 974 207 2265 702 244 2319 720 Arrive On Green 0.05 0.13 0.00 0.11 0.19 0.00 0.06 0.44 0.44 0.07 0.45 0.45 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1583 3456 5106 1584 Grp Volume(v), veh/h 100 387 0 301 275 0 136 984 23 168 1154 18 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1583 1728 1702 1584 Q Serve(g_s), s 2.5 6.4 0.0 7.6 4.1 0.0 3.4 11.9 0.7 4.2 14.2 0.6 Cycle Q Clear(g_c), s 2.5 6.4 0.0 7.6 4.1 0.0 3.4 11.9 0.7 4.2 14.2 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 177 674 380 974 207 2265 702 244 2319 720 V/C Ratio(X)0.56 0.57 0.79 0.28 0.66 0.43 0.03 0.69 0.50 0.03 Avail Cap(c_a), veh/h 402 1817 557 2045 441 2265 702 557 2319 720 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.4 36.4 0.0 38.8 30.9 0.0 41.1 17.1 14.0 40.6 17.2 13.5 Incr Delay (d2), s/veh 1.1 0.8 0.0 2.7 0.2 0.0 1.3 0.6 0.1 1.3 0.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.5 0.0 3.2 1.6 0.0 1.4 4.2 0.3 1.7 4.9 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.5 37.2 0.0 41.5 31.1 0.0 42.5 17.8 14.1 41.9 18.0 13.5 LnGrp LOS D D D C D B B D B B Approach Vol, veh/h 487 A 576 A 1143 1340 Approach Delay, s/veh 38.3 36.5 20.6 20.9 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.9 46.0 14.4 18.0 9.9 47.0 9.2 23.3 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 6.2 13.9 9.6 8.4 5.4 16.2 4.5 6.1 Green Ext Time (p_c), s 0.2 6.6 0.3 2.2 0.1 7.8 0.1 1.6 Intersection Summary HCM 6th Ctrl Delay 25.7 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 3.2-25 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)27 511 133 140 445 67 138 300 138 57 272 Future Volume (vph)27 511 133 140 445 67 138 300 138 57 272 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 99.3 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 3.2-26 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 511 133 140 445 67 138 300 138 57 272 26 Future Volume (veh/h) 27 511 133 140 445 67 138 300 138 57 272 26 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 29 549 72 151 478 45 148 323 67 61 292 12 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 51 748 331 185 1016 445 181 1426 635 78 1194 49 Arrive On Green 0.03 0.21 0.21 0.10 0.29 0.29 0.10 0.40 0.40 0.04 0.34 0.34 Sat Flow, veh/h 1781 3554 1571 1781 3554 1559 1781 3554 1583 1781 3477 142 Grp Volume(v), veh/h 29 549 72 151 478 45 148 323 67 61 149 155 Grp Sat Flow(s),veh/h/ln 1781 1777 1571 1781 1777 1559 1781 1777 1583 1781 1777 1842 Q Serve(g_s), s 1.5 13.1 3.4 7.5 10.1 1.9 7.4 5.4 2.4 3.1 5.4 5.5 Cycle Q Clear(g_c), s 1.5 13.1 3.4 7.5 10.1 1.9 7.4 5.4 2.4 3.1 5.4 5.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.08 Lane Grp Cap(c), veh/h 51 748 331 185 1016 445 181 1426 635 78 610 633 V/C Ratio(X) 0.57 0.73 0.22 0.82 0.47 0.10 0.82 0.23 0.11 0.78 0.24 0.25 Avail Cap(c_a), veh/h 141 1403 620 344 1806 792 302 1426 635 171 610 633 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.5 33.4 29.6 39.8 26.7 23.8 39.9 17.9 17.0 42.9 21.3 21.3 Incr Delay (d2), s/veh 3.7 1.4 0.3 3.3 0.3 0.1 3.4 0.4 0.3 6.1 0.9 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 5.4 1.2 3.3 4.0 0.7 3.2 2.1 0.8 1.4 2.2 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.2 34.9 30.0 43.1 27.1 23.9 43.3 18.3 17.3 49.0 22.3 22.3 LnGrp LOS D C C D C C D B B D C C Approach Vol, veh/h 650 674 538 365 Approach Delay, s/veh 34.9 30.5 25.0 26.7 Approach LOS C C C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.6 42.8 14.0 25.3 13.8 37.6 7.2 32.1 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 5.1 7.4 9.5 15.1 9.4 7.5 3.5 12.1 Green Ext Time (p_c), s 0.0 2.1 0.1 3.4 0.1 1.4 0.0 3.1 Intersection Summary HCM 6th Ctrl Delay 29.8 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-27 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 110 550 54 111 562 17 59 8 22 4 1 Future Volume (vph) 110 550 54 111 562 17 59 8 22 4 1 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 75.4 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 3.2-28 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 110 550 54 111 562 17 59 8 69 22 4 1 Future Volume (veh/h) 110 550 54 111 562 17 59 8 69 22 4 1 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 111 556 0 112 568 10 60 8 30 22 4 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 208 1523 144 1596 706 85 60 225 85 287 Arrive On Green 0.06 0.43 0.00 0.08 0.45 0.45 0.05 0.18 0.18 0.02 0.15 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1571 1781 340 1275 3456 1870 1585 Grp Volume(v), veh/h 111 556 0 112 568 10 60 0 38 22 4 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1571 1781 0 1615 1728 1870 1585 Q Serve(g_s), s 2.3 7.9 0.0 4.6 7.8 0.3 2.5 0.0 1.5 0.5 0.1 0.0 Cycle Q Clear(g_c), s 2.3 7.9 0.0 4.6 7.8 0.3 2.5 0.0 1.5 0.5 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.79 1.00 1.00 Lane Grp Cap(c), veh/h 208 1523 144 1596 706 85 0 286 85 287 V/C Ratio(X)0.53 0.36 0.78 0.36 0.01 0.71 0.00 0.13 0.26 0.01 Avail Cap(c_a), veh/h 694 1523 358 1596 706 358 0 787 694 912 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.1 14.4 0.0 33.7 13.5 11.4 35.0 0.0 25.9 35.7 26.8 0.0 Incr Delay (d2), s/veh 0.8 0.7 0.0 3.4 0.6 0.0 4.0 0.0 0.2 0.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 2.8 0.0 2.0 2.7 0.1 1.2 0.0 0.6 0.2 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.8 15.1 0.0 37.1 14.1 11.4 39.0 0.0 26.1 36.3 26.8 0.0 LnGrp LOS C B D B B D A C D C Approach Vol, veh/h 667 A 690 98 26 A Approach Delay, s/veh 18.4 17.8 34.0 34.9 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.4 19.4 10.6 38.2 8.2 17.7 9.1 39.7 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 2.5 3.5 6.6 9.9 4.5 2.1 4.3 9.8 Green Ext Time (p_c), s 0.0 0.2 0.1 3.2 0.0 0.0 0.1 3.4 Intersection Summary HCM 6th Ctrl Delay 19.4 HCM 6th LOS B Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 3.2-29 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)3 23 132 332 111 Future Volume (vph)3 23 132 332 111 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)70.0 70.0 40.0 40.0 Total Split (%)63.6% 63.6% 36.4% 36.4% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 3.2-30 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 307 3 23 0 132 332 0 111 16 Future Volume (veh/h) 0 0 0 307 3 23 0 132 332 0 111 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1530 1870 0 1781 1826 0 1856 1856 Adj Flow Rate, veh/h 313 3 8 0 135 0 0 113 8 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 25 2 0 8 5 0 3 3 Cap, veh/h 354 3 388 0 2208 0 3151 218 Arrive On Green 0.24 0.24 0.24 0.00 0.65 0.00 0.00 0.65 0.65 Sat Flow, veh/h 1443 14 1585 0 3474 1547 0 4997 334 Grp Volume(v), veh/h 316 0 8 0 135 0 0 78 43 Grp Sat Flow(s),veh/h/ln 1457 0 1585 0 1692 1547 0 1689 1787 Q Serve(g_s), s 23.0 0.0 0.4 0.0 1.6 0.0 0.0 0.9 0.9 Cycle Q Clear(g_c), s 23.0 0.0 0.4 0.0 1.6 0.0 0.0 0.9 0.9 Prop In Lane 0.99 1.00 0.00 1.00 0.00 0.19 Lane Grp Cap(c), veh/h 357 0 388 0 2208 0 2203 1166 V/C Ratio(X)0.89 0.00 0.02 0.00 0.06 0.00 0.04 0.04 Avail Cap(c_a), veh/h 857 0 932 0 2208 0 2203 1166 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 40.0 0.0 31.5 0.0 6.9 0.0 0.0 6.8 6.8 Incr Delay (d2), s/veh 7.4 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.6 0.0 0.2 0.0 0.5 0.0 0.0 0.3 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.4 0.0 31.5 0.0 7.0 0.0 0.0 6.8 6.9 LnGrp LOS D A C A A A A A Approach Vol, veh/h 324 135 A 121 Approach Delay, s/veh 47.0 7.0 6.8 Approach LOS D A A Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 77.8 77.8 32.2 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 34.0 34.0 64.7 Max Q Clear Time (g_c+I1), s 3.6 2.9 25.0 Green Ext Time (p_c), s 0.4 0.4 1.9 Intersection Summary HCM 6th Ctrl Delay 29.3 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 3.2-31 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph)33 1 428 431 18 400 Future Volume (vph)33 1 428 431 18 400 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 3.2-32 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 33 1 428 0 0 0 0 431 273 18 400 0 Future Volume (veh/h) 33 1 428 0 0 0 0 431 273 18 400 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1841 1900 1811 0 1811 1811 1648 1856 0 Adj Flow Rate, veh/h 34 0 206 0 449 264 19 417 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 0 6 0 6 6 17 3 0 Cap, veh/h 157 0 274 0 2456 1144 31 4093 0 Arrive On Green 0.09 0.00 0.09 0.00 0.75 0.75 0.02 0.81 0.00 Sat Flow, veh/h 1753 0 3070 0 3459 1535 1570 5233 0 Grp Volume(v), veh/h 34 0 206 0 449 264 19 417 0 Grp Sat Flow(s),veh/h/ln 1753 0 1535 0 1648 1535 1570 1689 0 Q Serve(g_s), s 2.0 0.0 7.2 0.0 4.4 5.8 1.3 1.9 0.0 Cycle Q Clear(g_c), s 2.0 0.0 7.2 0.0 4.4 5.8 1.3 1.9 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 157 0 274 0 2456 1144 31 4093 0 V/C Ratio(X)0.22 0.00 0.75 0.00 0.18 0.23 0.60 0.10 0.00 Avail Cap(c_a), veh/h 553 0 968 0 2456 1144 290 4093 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.97 0.97 1.00 1.00 0.00 Uniform Delay (d), s/veh 46.5 0.0 48.9 0.0 4.1 4.3 53.5 2.2 0.0 Incr Delay (d2), s/veh 0.5 0.0 3.1 0.0 0.2 0.5 6.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 2.8 0.0 1.0 1.3 0.6 0.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.0 0.0 52.0 0.0 4.3 4.8 60.2 2.3 0.0 LnGrp LOS D A D A A A E A A Approach Vol, veh/h 240 713 436 Approach Delay, s/veh 51.3 4.5 4.8 Approach LOS D A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 6.9 88.0 15.1 94.9 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 3.3 7.8 9.2 3.9 Green Ext Time (p_c), s 0.0 2.6 0.6 1.6 Intersection Summary HCM 6th Ctrl Delay 12.7 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-33 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 169 167 105 52 184 78 182 458 29 154 552 97 Future Volume (vph) 169 167 105 52 184 78 182 458 29 154 552 97 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)22.0 51.0 12.4 41.4 41.4 13.0 43.8 43.8 12.8 43.6 43.6 Total Split (%)18.3% 42.5% 10.3% 34.5% 34.5% 10.8% 36.5% 36.5% 10.7% 36.3% 36.3% Yellow Time (s)3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 90.8 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 3.2-34 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 169 167 105 52 184 78 182 458 29 154 552 97 Future Volume (veh/h) 169 167 105 52 184 78 182 458 29 154 552 97 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 178 176 0 55 194 26 192 482 17 162 581 59 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 264 572 152 443 198 273 2411 748 241 2364 733 Arrive On Green 0.08 0.16 0.00 0.04 0.12 0.12 0.08 0.47 0.47 0.07 0.46 0.46 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 5106 1585 3456 5106 1584 Grp Volume(v), veh/h 178 176 0 55 194 26 192 482 17 162 581 59 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1702 1585 1728 1702 1584 Q Serve(g_s), s 4.0 3.5 0.0 1.2 4.1 1.2 4.3 4.4 0.5 3.7 5.5 1.7 Cycle Q Clear(g_c), s 4.0 3.5 0.0 1.2 4.1 1.2 4.3 4.4 0.5 3.7 5.5 1.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 264 572 152 443 198 273 2411 748 241 2364 733 V/C Ratio(X)0.67 0.31 0.36 0.44 0.13 0.70 0.20 0.02 0.67 0.25 0.08 Avail Cap(c_a), veh/h 755 2022 354 1596 712 379 2411 748 371 2364 733 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.0 29.7 0.0 37.2 32.5 31.2 36.0 12.3 11.3 36.4 13.0 12.0 Incr Delay (d2), s/veh 1.1 0.3 0.0 0.5 0.7 0.3 1.4 0.2 0.1 1.2 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 1.4 0.0 0.5 1.7 0.4 1.7 1.4 0.2 1.5 1.8 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.2 30.0 0.0 37.8 33.2 31.5 37.4 12.5 11.3 37.6 13.3 12.2 LnGrp LOS D C D C C D B B D B B Approach Vol, veh/h 354 A 275 691 802 Approach Delay, s/veh 33.6 33.9 19.4 18.1 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.8 44.3 7.7 18.3 10.5 43.6 10.6 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 8.6 37.3 * 8.2 45.6 * 8.8 37.1 17.5 36.0 Max Q Clear Time (g_c+I1), s 5.7 6.4 3.2 5.5 6.3 7.5 6.0 6.1 Green Ext Time (p_c), s 0.1 3.0 0.0 1.1 0.1 3.8 0.2 1.2 Intersection Summary HCM 6th Ctrl Delay 23.2 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 3.2-35 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 121 133 94 42 146 50 103 476 50 584 139 Future Volume (vph) 121 133 94 42 146 50 103 476 50 584 139 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 42.5 42.5 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (s)10.4 43.3 43.3 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.9% 41.2% 41.2% 9.1% 40.5% 40.5% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 84.2 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 3.2-36 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 121 133 94 42 146 50 103 476 39 50 584 139 Future Volume (veh/h) 121 133 94 42 146 50 103 476 39 50 584 139 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 129 141 99 45 155 0 110 506 27 53 621 104 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 209 532 237 138 459 205 202 1646 88 152 2374 737 Arrive On Green 0.06 0.15 0.15 0.04 0.13 0.00 0.06 0.48 0.48 0.04 0.47 0.47 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3432 183 3456 5106 1584 Grp Volume(v), veh/h 129 141 99 45 155 0 110 262 271 53 621 104 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1777 1837 1728 1702 1584 Q Serve(g_s), s 2.8 2.7 4.4 1.0 3.1 0.0 2.4 7.0 7.0 1.2 5.7 2.9 Cycle Q Clear(g_c), s 2.8 2.7 4.4 1.0 3.1 0.0 2.4 7.0 7.0 1.2 5.7 2.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 209 532 237 138 459 205 202 852 881 152 2374 737 V/C Ratio(X) 0.62 0.27 0.42 0.33 0.34 0.00 0.54 0.31 0.31 0.35 0.26 0.14 Avail Cap(c_a), veh/h 259 1689 753 223 1652 737 223 852 881 223 2374 737 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.5 29.1 29.9 36.1 30.7 0.0 35.4 12.3 12.3 35.9 12.6 11.9 Incr Delay (d2), s/veh 1.1 0.3 1.2 0.5 0.4 0.0 0.8 0.9 0.9 0.5 0.3 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 1.1 1.6 0.4 1.2 0.0 0.9 2.4 2.5 0.5 1.8 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.6 29.4 31.0 36.6 31.1 0.0 36.3 13.2 13.2 36.4 12.9 12.3 LnGrp LOS D C C D C A D B B D B B Approach Vol, veh/h 369 200 643 778 Approach Delay, s/veh 32.4 32.4 17.2 14.4 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.0 43.6 7.7 18.1 9.1 42.5 9.3 16.5 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.8 36.0 Max Q Clear Time (g_c+I1), s 3.2 9.0 3.0 6.4 4.4 7.7 4.8 5.1 Green Ext Time (p_c), s 0.0 2.7 0.0 1.0 0.0 4.2 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 20.4 HCM 6th LOS C 3.2-37 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 48 13 7 559 705 31 Future Vol, veh/h 48 13 7 559 705 31 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 51 14 7 595 750 33 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1062 375 783 0 - 0 Stage 1 750 - - - - - Stage 2 312 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 219 623 831 - - - Stage 1 427 - - - - - Stage 2 715 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 217 623 831 - - - Mov Cap-2 Maneuver 217 - - - - - Stage 1 424 - - - - - Stage 2 715 - - - - - Approach EB NB SB HCM Control Delay, s 23.3 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)831 - 217 623 - - HCM Lane V/C Ratio 0.009 - 0.235 0.022 - - HCM Control Delay (s) 9.4 - 26.6 10.9 - - HCM Lane LOS A - D B - - HCM 95th %tile Q(veh) 0 - 0.9 0.1 - - 3.2-38 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)93 430 120 125 388 118 161 427 124 222 506 131 Future Volume (vph)93 430 120 125 388 118 161 427 124 222 506 131 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 100.2 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 3.2-39 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 93 430 120 125 388 118 161 427 124 222 506 131 Future Volume (veh/h) 93 430 120 125 388 118 161 427 124 222 506 131 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 95 439 67 128 396 56 164 436 64 227 516 74 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 173 616 274 196 640 285 238 1571 692 302 1637 717 Arrive On Green 0.05 0.17 0.17 0.06 0.18 0.18 0.07 0.44 0.44 0.09 0.46 0.46 Sat Flow, veh/h 3456 3554 1580 3456 3554 1585 3456 3554 1565 3456 3554 1557 Grp Volume(v), veh/h 95 439 67 128 396 56 164 436 64 227 516 74 Grp Sat Flow(s),veh/h/ln 1728 1777 1580 1728 1777 1585 1728 1777 1565 1728 1777 1557 Q Serve(g_s), s 2.4 10.6 3.3 3.3 9.3 2.7 4.2 7.1 2.2 5.8 8.3 2.4 Cycle Q Clear(g_c), s 2.4 10.6 3.3 3.3 9.3 2.7 4.2 7.1 2.2 5.8 8.3 2.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 173 616 274 196 640 285 238 1571 692 302 1637 717 V/C Ratio(X) 0.55 0.71 0.24 0.65 0.62 0.20 0.69 0.28 0.09 0.75 0.32 0.10 Avail Cap(c_a), veh/h 396 1481 658 339 1422 634 495 1571 692 442 1637 717 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.1 35.3 32.4 41.9 34.3 31.6 41.3 16.1 14.7 40.4 15.4 13.8 Incr Delay (d2), s/veh 1.0 1.5 0.5 1.4 1.0 0.3 1.3 0.4 0.3 1.9 0.5 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 4.4 1.2 1.4 3.8 1.0 1.7 2.6 0.7 2.4 3.0 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.1 36.9 32.8 43.3 35.3 31.9 42.6 16.5 15.0 42.3 15.9 14.1 LnGrp LOS D D C D D C D B B D B B Approach Vol, veh/h 601 580 664 817 Approach Delay, s/veh 37.4 36.7 22.8 23.1 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.5 46.5 9.7 21.9 10.8 48.2 9.1 22.5 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 7.8 9.1 5.3 12.6 6.2 10.3 4.4 11.3 Green Ext Time (p_c), s 0.1 2.8 0.1 2.8 0.1 3.3 0.1 2.4 Intersection Summary HCM 6th Ctrl Delay 29.2 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 3.2-40 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 167 197 86 271 74 69 488 110 81 531 185 Future Volume (vph) 167 197 86 271 74 69 488 110 81 531 185 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 87.2 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 3.2-41 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 167 197 112 86 271 74 69 488 110 81 531 185 Future Volume (veh/h) 167 197 112 86 271 74 69 488 110 81 531 185 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 182 214 73 93 295 40 75 530 69 88 577 121 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 268 395 131 193 458 204 178 1656 739 189 1667 739 Arrive On Green 0.08 0.15 0.15 0.06 0.13 0.13 0.05 0.47 0.47 0.05 0.47 0.47 Sat Flow, veh/h 3456 2622 869 3456 3554 1585 3456 3554 1585 3456 3554 1576 Grp Volume(v), veh/h 182 143 144 93 295 40 75 530 69 88 577 121 Grp Sat Flow(s),veh/h/ln 1728 1777 1714 1728 1777 1585 1728 1777 1585 1728 1777 1576 Q Serve(g_s), s 4.0 5.8 6.1 2.0 6.1 1.8 1.6 7.3 1.9 1.9 8.0 3.4 Cycle Q Clear(g_c), s 4.0 5.8 6.1 2.0 6.1 1.8 1.6 7.3 1.9 1.9 8.0 3.4 Prop In Lane 1.00 0.51 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 268 268 258 193 458 204 178 1656 739 189 1667 739 V/C Ratio(X) 0.68 0.53 0.56 0.48 0.64 0.20 0.42 0.32 0.09 0.47 0.35 0.16 Avail Cap(c_a), veh/h 561 856 825 561 1711 763 561 1656 739 561 1667 739 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.9 30.5 30.6 35.6 32.1 30.2 35.7 13.0 11.6 35.6 13.1 11.9 Incr Delay (d2), s/veh 1.1 1.7 1.9 0.7 1.5 0.5 0.6 0.5 0.3 0.7 0.6 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 2.4 2.5 0.8 2.5 0.7 0.7 2.5 0.6 0.8 2.8 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.0 32.1 32.5 36.3 33.7 30.7 36.3 13.5 11.8 36.3 13.6 12.3 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 469 428 674 786 Approach Delay, s/veh 33.7 34.0 15.9 16.0 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.9 42.4 8.9 17.5 8.6 42.6 10.6 15.8 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 3.9 9.3 4.0 8.1 3.6 10.0 6.0 8.1 Green Ext Time (p_c), s 0.1 3.4 0.1 1.5 0.1 3.9 0.2 1.9 Intersection Summary HCM 6th Ctrl Delay 22.7 HCM 6th LOS C 3.2-42 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)40 563 62 18 471 37 46 63 25 51 71 27 Future Volume (vph)40 563 62 18 471 37 46 63 25 51 71 27 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 80.9 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 3.2-43 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 563 62 18 471 37 46 63 25 51 71 27 Future Volume (veh/h) 40 563 62 18 471 37 46 63 25 51 71 27 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 45 633 69 20 529 40 52 71 28 57 80 30 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 72 1815 799 40 1751 781 79 471 210 82 479 214 Arrive On Green 0.04 0.51 0.51 0.02 0.49 0.49 0.04 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1564 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 45 633 69 20 529 40 52 71 28 57 80 30 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 1.9 8.0 1.7 0.8 6.7 1.0 2.2 1.3 1.2 2.4 1.5 1.3 Cycle Q Clear(g_c), s 1.9 8.0 1.7 0.8 6.7 1.0 2.2 1.3 1.2 2.4 1.5 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 72 1815 799 40 1751 781 79 471 210 82 479 214 V/C Ratio(X) 0.62 0.35 0.09 0.49 0.30 0.05 0.66 0.15 0.13 0.69 0.17 0.14 Avail Cap(c_a), veh/h 261 1815 799 261 1751 781 261 1865 832 261 1865 832 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.5 10.9 9.4 36.3 11.3 9.9 35.3 28.8 28.8 35.3 28.7 28.6 Incr Delay (d2), s/veh 3.2 0.5 0.2 3.4 0.4 0.1 3.5 0.1 0.3 3.8 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 2.6 0.5 0.4 2.2 0.3 0.9 0.5 0.4 1.0 0.6 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.7 11.5 9.6 39.7 11.8 10.0 38.9 29.0 29.0 39.1 28.9 28.9 LnGrp LOS D B A D B B D C C D C C Approach Vol, veh/h 747 589 151 167 Approach Delay, s/veh 12.9 12.6 32.4 32.4 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.1 16.2 6.3 44.5 7.9 16.3 7.6 43.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 4.4 3.3 2.8 10.0 4.2 3.5 3.9 8.7 Green Ext Time (p_c), s 0.0 0.4 0.0 4.2 0.0 0.5 0.0 3.4 Intersection Summary HCM 6th Ctrl Delay 16.6 HCM 6th LOS B 3.2-44 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)19 430 40 29 495 120 38 95 35 141 110 26 Future Volume (vph)19 430 40 29 495 120 38 95 35 141 110 26 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 71.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 3.2-45 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 19 430 40 29 495 120 38 95 35 141 110 26 Future Volume (veh/h) 19 430 40 29 495 120 38 95 35 141 110 26 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 20 443 29 30 510 89 39 98 22 145 113 21 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 41 1935 851 56 1965 865 290 626 279 298 626 279 Arrive On Green 0.02 0.54 0.54 0.03 0.55 0.55 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1781 3554 1564 1781 3554 1565 1256 3554 1585 1272 3554 1585 Grp Volume(v), veh/h 20 443 29 30 510 89 39 98 22 145 113 21 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1565 1256 1777 1585 1272 1777 1585 Q Serve(g_s), s 0.8 4.5 0.6 1.2 5.2 1.9 1.9 1.6 0.8 7.6 1.9 0.8 Cycle Q Clear(g_c), s 0.8 4.5 0.6 1.2 5.2 1.9 3.8 1.6 0.8 9.2 1.9 0.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 41 1935 851 56 1965 865 290 626 279 298 626 279 V/C Ratio(X) 0.49 0.23 0.03 0.53 0.26 0.10 0.13 0.16 0.08 0.49 0.18 0.08 Avail Cap(c_a), veh/h 704 1935 851 704 1965 865 736 1889 842 749 1889 842 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.7 8.3 7.4 33.3 8.1 7.4 26.1 24.4 24.0 28.3 24.5 24.0 Incr Delay (d2), s/veh 3.3 0.3 0.1 2.9 0.3 0.2 0.2 0.1 0.1 1.2 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 1.4 0.2 0.5 1.5 0.5 0.5 0.6 0.3 2.1 0.7 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.0 8.6 7.5 36.2 8.5 7.6 26.3 24.5 24.1 29.5 24.6 24.1 LnGrp LOS D A A D A A C C C C C C Approach Vol, veh/h 492 629 159 279 Approach Delay, s/veh 9.6 9.7 24.9 27.1 Approach LOS A A C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 18.8 6.8 44.2 18.8 6.2 44.8 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 5.8 3.2 6.5 11.2 2.8 7.2 Green Ext Time (p_c), s 0.7 0.0 2.8 1.1 0.0 3.4 Intersection Summary HCM 6th Ctrl Delay 14.3 HCM 6th LOS B 3.2-46 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 3.3: EXISTING (2019) CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-4. Warrant 3, Peak Hour (70% Factor) Traffic Conditions = Existin 2018 Conditions - Weekda PM Peak Hou Major Street Name =Cook Street Total of Both Approaches (VPH) =2110 Number of Approach Lanes Major Street =1 Minor Street Name =Market Place Drive High Volume Approach (VPH) =81 Number of Approach Lanes Minor Street =1 (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET) WARRANTED FOR A SIGNAL *Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane 13 0 0 81 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300 Mi n o r S t r e e t - H i g h e r - V o l u m e A p p r o a c h ( V P H ) Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor) 2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor) Major Street Approaches Minor Street Approaches 3.3-1 This Page Intentionally Left Blank 3.3-2 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 3.4: EXISTING (2019) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 481 47 374 710 279 v/c Ratio 0.75 0.07 0.21 0.46 0.12 Control Delay 36.8 4.8 9.4 2.2 13.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 36.8 4.8 9.4 2.2 13.9 Queue Length 50th (ft) 294 0 70 23 31 Queue Length 95th (ft) 331 19 91 77 60 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 1079 1040 1762 1538 2419 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.45 0.05 0.21 0.46 0.12 Intersection Summary 3.4-1 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 Existing (2019) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 61 253 251 1772 68 643 v/c Ratio 0.40 0.71 0.70 0.54 0.56 0.16 Control Delay 52.6 17.2 16.8 9.7 67.2 1.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.6 17.2 16.8 9.7 67.2 1.2 Queue Length 50th (ft) 42 1 0 182 39 6 Queue Length 95th (ft) 78 80 77 324 80 36 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 527 612 611 3271 252 3936 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.41 0.41 0.54 0.27 0.16 Intersection Summary 3.4-2 Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 316 23 135 339 129 v/c Ratio 0.74 0.06 0.06 0.22 0.04 Control Delay 48.3 7.3 6.6 0.6 7.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 48.3 7.3 6.6 0.6 7.3 Queue Length 50th (ft) 207 0 19 0 9 Queue Length 95th (ft) 271 15 27 16 21 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 1012 943 2172 1538 3203 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.31 0.02 0.06 0.22 0.04 Intersection Summary 3.4-3 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 Existing (2019) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 34 224 223 733 19 417 v/c Ratio 0.25 0.70 0.70 0.20 0.22 0.10 Control Delay 50.2 18.8 18.5 3.5 62.9 1.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.2 18.8 18.5 3.5 62.9 1.0 Queue Length 50th (ft) 23 1 0 20 11 4 Queue Length 95th (ft) 51 75 74 74 29 21 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 547 609 609 3664 284 4126 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.37 0.37 0.20 0.07 0.10 Intersection Summary 3.4-4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 3.5: EXISTING (2019) CONDITIONS FREEWAY FACILITY WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year Existing (2019) Jurisdiction Caltrans Time Period Analyzed PM Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2842 7200 0.39 70.0 13.5 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.980 2842 550 7200 1900 0.39 0.29 59.4 54.8 15.9 14.9 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 2305 7200 0.32 70.0 11.0 A Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.971 3052 747 9600 1900 0.24 0.39 70.0 -8.2 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 3.5-1 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.952 3067 9600 0.32 70.0 11.0 A Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.980 3110 43 9600 2100 0.32 0.02 65.9 62.6 11.8 10.7 B Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3111 7200 0.43 70.0 14.8 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.6 12.9 12.3 2.9 B Facility Overall Results Space Mean Speed, mi/h 68.6 Density, veh/mi/ln 12.3 Average Travel Time, min 2.9 Density, pc/mi/ln 12.9 3.5-2 2000 2500 3000 3500 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 20 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/21/2019 15:35:1 01 PM -10 WB.xu3.5-3 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year Existing (2019) Jurisdiction Caltrans Time Period Analyzed PM Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3633 9600 0.38 70.0 13.0 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.952 3633 613 7200 2000 0.50 0.31 61.3 56.5 19.8 19.0 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3020 7200 0.42 70.0 14.4 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.990 3886 866 7200 2100 0.54 0.41 63.2 61.4 20.5 21.0 C Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3880 7200 0.54 69.9 18.5 C3.5-4 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.4 16.0 15.3 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.4 Density, veh/mi/ln 15.3 Average Travel Time, min 2.7 Density, pc/mi/ln 16.0 3.5-5 3000 3500 4000 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 25 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/21/2019 15:37:2 02 PM -10 EB.xu3.5-6 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year Existing (2019) Jurisdiction Caltrans Time Period Analyzed Saturday Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2422 7200 0.34 70.0 11.5 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.990 2422 366 7200 1900 0.34 0.19 59.8 55.3 13.5 12.3 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2046 7200 0.28 70.0 9.7 A Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.971 2418 372 9600 1900 0.21 0.20 70.0 -7.3 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 3.5-7 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.962 2421 9600 0.25 70.0 8.6 A Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2442 21 9600 2100 0.25 0.01 66.3 62.7 9.2 8.5 A Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2443 7200 0.34 70.0 11.6 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.7 10.6 10.2 2.9 A Facility Overall Results Space Mean Speed, mi/h 68.7 Density, veh/mi/ln 10.2 Average Travel Time, min 2.9 Density, pc/mi/ln 10.6 3.5-8 2000 2500 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/21/2019 15:47:0 03 SAT -10 WB.xu3.5-9 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year Existing (2019) Jurisdiction Caltrans Time Period Analyzed Saturday Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3013 9600 0.31 70.0 10.8 A Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.943 3013 533 7200 2000 0.42 0.27 61.2 56.7 16.4 15.7 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2460 7200 0.34 70.0 11.7 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.990 2782 322 7200 2100 0.39 0.15 64.4 62.4 14.4 14.4 B Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2791 7200 0.39 70.0 13.3 B3.5-10 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.5 12.4 11.9 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.5 Density, veh/mi/ln 11.9 Average Travel Time, min 2.7 Density, pc/mi/ln 12.4 3.5-11 2000 2500 3000 3500 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/21/2019 15:48:37 04 SAT -10 EB.xu3.5-12 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 3.6: EXISTING (2019) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.03/04/2019 Existing (2019) - Weekday PM Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph)53 28 5 1078 995 32 Future Volume (vph)53 28 5 1078 995 32 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 23.2 23.2 Total Split (s)32.0 32.0 18.0 88.0 70.0 70.0 Total Split (%)26.7% 26.7% 15.0% 73.3% 58.3% 58.3% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 45 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 3.6-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.03/04/2019 Existing (2019) - Weekday PM Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 53 28 5 1078 995 32 Future Volume (veh/h) 53 28 5 1078 995 32 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 55 29 5 1111 1026 33 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 80 71 11 3074 2915 1300 Arrive On Green 0.05 0.05 0.01 0.86 0.82 0.82 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 55 29 5 1111 1026 33 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 3.7 2.1 0.3 7.4 8.8 0.5 Cycle Q Clear(g_c), s 3.7 2.1 0.3 7.4 8.8 0.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 80 71 11 3074 2915 1300 V/C Ratio(X) 0.69 0.41 0.44 0.36 0.35 0.03 Avail Cap(c_a), veh/h 407 362 199 3074 2915 1300 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.72 0.72 0.94 0.94 Uniform Delay (d), s/veh 56.5 55.7 59.4 1.6 2.7 2.0 Incr Delay (d2), s/veh 3.8 1.4 6.9 0.2 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 1.9 0.2 0.5 1.6 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.3 57.1 66.3 1.8 3.0 2.0 LnGrp LOS E E E A A A Approach Vol, veh/h 84 1116 1059 Approach Delay, s/veh 59.2 2.1 3.0 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 110.0 10.0 5.4 104.6 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 81.8 27.4 13.4 63.8 Max Q Clear Time (g_c+I1), s 9.4 5.7 2.3 10.8 Green Ext Time (p_c), s 8.8 0.1 0.0 7.9 Intersection Summary HCM 6th Ctrl Delay 4.7 HCM 6th LOS A 3.6-2 Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.03/04/2019 Existing (2019) - Typical Saturday Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph)48 13 7 559 705 31 Future Volume (vph)48 13 7 559 705 31 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 28.2 28.2 Total Split (s)34.0 34.0 20.0 86.0 66.0 66.0 Total Split (%)28.3% 28.3% 16.7% 71.7% 55.0% 55.0% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 3.6-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.03/04/2019 Existing (2019) - Typical Saturday Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 48 13 7 559 705 31 Future Volume (veh/h) 48 13 7 559 705 31 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 51 14 7 595 750 33 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 72 64 15 3091 2923 1304 Arrive On Green 0.04 0.04 0.01 0.87 0.82 0.82 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 51 14 7 595 750 33 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 3.4 1.0 0.5 3.1 5.7 0.5 Cycle Q Clear(g_c), s 3.4 1.0 0.5 3.1 5.7 0.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 72 64 15 3091 2923 1304 V/C Ratio(X) 0.71 0.22 0.45 0.19 0.26 0.03 Avail Cap(c_a), veh/h 436 388 229 3091 2923 1304 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.96 0.96 0.97 0.97 Uniform Delay (d), s/veh 56.9 55.7 59.2 1.2 2.4 1.9 Incr Delay (d2), s/veh 4.7 0.6 7.2 0.1 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 0.9 0.2 0.2 1.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 61.6 56.4 66.4 1.4 2.6 2.0 LnGrp LOS E E E A A A Approach Vol, veh/h 65 602 783 Approach Delay, s/veh 60.5 2.1 2.6 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 110.6 9.4 5.6 104.9 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 79.8 29.4 15.4 59.8 Max Q Clear Time (g_c+I1), s 5.1 5.4 2.5 7.7 Green Ext Time (p_c), s 3.8 0.1 0.0 5.1 Intersection Summary HCM 6th Ctrl Delay 5.0 HCM 6th LOS A 3.6-4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 5.1: E+P CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 162 680 232 272 443 178 216 1167 187 223 977 90 Future Volume (vph) 162 680 232 272 443 178 216 1167 187 223 977 90 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 107.1 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 5.1-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 162 680 232 272 443 178 216 1167 187 223 977 90 Future Volume (veh/h) 162 680 232 272 443 178 216 1167 187 223 977 90 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 169 708 0 283 461 0 225 1216 106 232 1018 30 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 235 1022 352 1196 292 2024 628 301 2038 632 Arrive On Green 0.07 0.20 0.00 0.10 0.23 0.00 0.08 0.40 0.40 0.09 0.40 0.40 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1584 3456 5106 1584 Grp Volume(v), veh/h 169 708 0 283 461 0 225 1216 106 232 1018 30 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1584 1728 1702 1584 Q Serve(g_s), s 4.9 13.1 0.0 8.1 7.7 0.0 6.5 19.2 4.4 6.7 15.2 1.2 Cycle Q Clear(g_c), s 4.9 13.1 0.0 8.1 7.7 0.0 6.5 19.2 4.4 6.7 15.2 1.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 235 1022 352 1196 292 2024 628 301 2038 632 V/C Ratio(X)0.72 0.69 0.80 0.39 0.77 0.60 0.17 0.77 0.50 0.05 Avail Cap(c_a), veh/h 353 1597 489 1797 387 2024 628 489 2038 632 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.5 37.8 0.0 44.7 32.8 0.0 45.6 24.3 19.9 45.4 22.9 18.7 Incr Delay (d2), s/veh 1.6 0.9 0.0 4.5 0.2 0.0 4.6 1.3 0.6 1.6 0.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 5.2 0.0 3.5 3.0 0.0 2.8 7.3 1.6 2.8 5.7 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.0 38.6 0.0 49.2 33.0 0.0 50.2 25.6 20.4 47.0 23.8 18.9 LnGrp LOS D D D C D C C D C B Approach Vol, veh/h 877 A 744 A 1547 1280 Approach Delay, s/veh 40.4 39.1 28.9 27.9 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.5 46.7 15.0 26.6 13.2 47.0 11.5 30.0 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 8.7 21.2 10.1 15.1 8.5 17.2 6.9 9.7 Green Ext Time (p_c), s 0.2 7.5 0.2 3.9 0.1 6.6 0.1 2.8 Intersection Summary HCM 6th Ctrl Delay 32.6 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 5.1-2 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)56 791 218 193 586 152 200 606 196 74 391 Future Volume (vph)56 791 218 193 586 152 200 606 196 74 391 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 114.4 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 5.1-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 56 791 218 193 586 152 200 606 196 74 391 44 Future Volume (veh/h) 56 791 218 193 586 152 200 606 196 74 391 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 59 833 140 203 617 82 211 638 123 78 412 27 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 76 973 427 232 1285 566 239 1222 538 99 899 59 Arrive On Green 0.04 0.27 0.27 0.13 0.36 0.36 0.13 0.34 0.34 0.06 0.27 0.27 Sat Flow, veh/h 1781 3554 1559 1781 3554 1564 1781 3554 1565 1781 3386 221 Grp Volume(v), veh/h 59 833 140 203 617 82 211 638 123 78 216 223 Grp Sat Flow(s),veh/h/ln 1781 1777 1559 1781 1777 1564 1781 1777 1565 1781 1777 1831 Q Serve(g_s), s 3.6 24.7 8.0 12.4 14.9 3.9 12.9 16.0 6.2 4.8 11.3 11.4 Cycle Q Clear(g_c), s 3.6 24.7 8.0 12.4 14.9 3.9 12.9 16.0 6.2 4.8 11.3 11.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.12 Lane Grp Cap(c), veh/h 76 973 427 232 1285 566 239 1222 538 99 472 486 V/C Ratio(X) 0.78 0.86 0.33 0.87 0.48 0.15 0.88 0.52 0.23 0.78 0.46 0.46 Avail Cap(c_a), veh/h 115 1145 502 280 1474 649 247 1222 538 139 472 486 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.7 38.3 32.2 47.4 27.4 23.9 47.2 29.2 26.0 51.8 34.1 34.2 Incr Delay (d2), s/veh 7.8 5.8 0.4 19.7 0.3 0.1 27.3 1.6 1.0 11.2 3.2 3.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 10.9 2.9 6.5 6.0 1.4 7.3 6.7 2.3 2.4 5.0 5.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.4 44.1 32.6 67.1 27.7 24.0 74.5 30.8 27.0 63.0 37.3 37.3 LnGrp LOS E D C E C C E C C E D D Approach Vol, veh/h 1032 902 972 517 Approach Delay, s/veh 43.4 36.2 39.8 41.2 Approach LOS D D D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.8 44.6 19.1 36.6 19.5 35.9 9.3 46.4 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 6.8 18.0 14.4 26.7 14.9 13.4 5.6 16.9 Green Ext Time (p_c), s 0.0 4.0 0.1 3.7 0.0 1.9 0.0 4.2 Intersection Summary HCM 6th Ctrl Delay 40.2 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-4 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 137 933 41 79 779 69 58 6 82 2 88 Future Volume (vph) 137 933 41 79 779 69 58 6 82 2 88 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 81.7 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 5.1-5 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 137 933 41 79 779 69 58 6 131 82 2 88 Future Volume (veh/h) 137 933 41 79 779 69 58 6 131 82 2 88 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 140 952 0 81 795 68 59 6 66 84 2 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 224 1584 105 1562 688 85 19 207 194 282 Arrive On Green 0.06 0.45 0.00 0.06 0.44 0.44 0.05 0.14 0.14 0.06 0.15 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1564 1781 132 1454 3456 1870 1585 Grp Volume(v), veh/h 140 952 0 81 795 68 59 0 72 84 2 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1564 1781 0 1587 1728 1870 1585 Q Serve(g_s), s 2.9 14.8 0.0 3.3 11.8 1.9 2.4 0.0 3.0 1.7 0.1 0.0 Cycle Q Clear(g_c), s 2.9 14.8 0.0 3.3 11.8 1.9 2.4 0.0 3.0 1.7 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.92 1.00 1.00 Lane Grp Cap(c), veh/h 224 1584 105 1562 688 85 0 226 194 282 V/C Ratio(X)0.62 0.60 0.77 0.51 0.10 0.69 0.00 0.32 0.43 0.01 Avail Cap(c_a), veh/h 712 1584 367 1562 688 367 0 793 712 935 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.2 15.3 0.0 33.8 14.7 11.9 34.1 0.0 28.0 33.2 26.3 0.0 Incr Delay (d2), s/veh 1.1 1.7 0.0 4.5 1.2 0.3 3.7 0.0 0.8 0.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 5.2 0.0 1.4 4.1 0.6 1.1 0.0 1.2 0.7 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.2 17.0 0.0 38.3 15.9 12.2 37.8 0.0 28.8 33.8 26.3 0.0 LnGrp LOS C B D B B D A C C C Approach Vol, veh/h 1092 A 944 131 86 A Approach Delay, s/veh 19.2 17.6 32.9 33.6 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.7 16.6 8.9 38.6 8.1 17.2 9.3 38.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 3.7 5.0 5.3 16.8 4.4 2.1 4.9 13.8 Green Ext Time (p_c), s 0.1 0.4 0.0 5.3 0.0 0.0 0.1 4.9 Intersection Summary HCM 6th Ctrl Delay 19.9 HCM 6th LOS B Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 5.1-6 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)1 44 360 690 232 Future Volume (vph)1 44 360 690 232 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)75.0 75.0 35.0 35.0 Total Split (%)68.2% 68.2% 31.8% 31.8% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 5.1-7 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 466 1 44 0 360 690 0 232 38 Future Volume (veh/h) 0 0 0 466 1 44 0 360 690 0 232 38 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 907 1900 0 1796 1826 0 1737 1737 Adj Flow Rate, veh/h 496 1 30 0 383 0 0 247 22 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %0 67 0 0 7 5 0 11 11 Cap, veh/h 509 1 950 0 1049 0 1365 119 Arrive On Green 0.59 0.59 0.59 0.00 0.31 0.00 0.00 0.31 0.31 Sat Flow, veh/h 862 2 1610 0 3503 1547 0 4597 388 Grp Volume(v), veh/h 497 0 30 0 383 0 0 174 95 Grp Sat Flow(s),veh/h/ln 864 0 1610 0 1706 1547 0 1581 1667 Q Serve(g_s), s 61.1 0.0 0.9 0.0 9.6 0.0 0.0 4.4 4.6 Cycle Q Clear(g_c), s 61.1 0.0 0.9 0.0 9.6 0.0 0.0 4.4 4.6 Prop In Lane 1.00 1.00 0.00 1.00 0.00 0.23 Lane Grp Cap(c), veh/h 510 0 950 0 1049 0 972 513 V/C Ratio(X)0.98 0.00 0.03 0.00 0.36 0.00 0.18 0.18 Avail Cap(c_a), veh/h 547 0 1020 0 1049 0 972 513 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 21.8 0.0 9.4 0.0 29.7 0.0 0.0 27.9 28.0 Incr Delay (d2), s/veh 31.3 0.0 0.0 0.0 1.0 0.0 0.0 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.9 0.0 0.3 0.0 3.8 0.0 0.0 1.6 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.1 0.0 9.4 0.0 30.7 0.0 0.0 28.3 28.8 LnGrp LOS D A A A C A C C Approach Vol, veh/h 527 383 A 269 Approach Delay, s/veh 50.6 30.7 28.5 Approach LOS D C C Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 39.8 39.8 70.2 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 29.0 29.0 69.7 Max Q Clear Time (g_c+I1), s 11.6 6.6 63.1 Green Ext Time (p_c), s 1.2 0.8 1.8 Intersection Summary HCM 6th Ctrl Delay 39.1 HCM 6th LOS D Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 5.1-8 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph)58 2 499 992 65 633 Future Volume (vph)58 2 499 992 65 633 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 5.1-9 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 58 2 499 0 0 0 0 992 737 65 633 0 Future Volume (veh/h) 58 2 499 0 0 0 0 992 737 65 633 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1900 1752 0 1811 1811 1426 1811 0 Adj Flow Rate, veh/h 61 0 233 0 1044 725 68 666 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 8 0 10 0 6 6 32 6 0 Cap, veh/h 172 0 302 0 2285 1064 81 3934 0 Arrive On Green 0.10 0.00 0.10 0.00 0.69 0.69 0.06 0.80 0.00 Sat Flow, veh/h 1697 0 2969 0 3459 1535 1358 5107 0 Grp Volume(v), veh/h 61 0 233 0 1044 725 68 666 0 Grp Sat Flow(s),veh/h/ln 1697 0 1485 0 1648 1535 1358 1648 0 Q Serve(g_s), s 3.7 0.0 8.4 0.0 15.6 30.2 5.5 3.5 0.0 Cycle Q Clear(g_c), s 3.7 0.0 8.4 0.0 15.6 30.2 5.5 3.5 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 172 0 302 0 2285 1064 81 3934 0 V/C Ratio(X)0.35 0.00 0.77 0.00 0.46 0.68 0.84 0.17 0.00 Avail Cap(c_a), veh/h 535 0 937 0 2285 1064 251 3934 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.74 0.74 1.00 1.00 0.00 Uniform Delay (d), s/veh 46.0 0.0 48.2 0.0 7.6 9.8 51.2 2.7 0.0 Incr Delay (d2), s/veh 0.9 0.0 3.1 0.0 0.5 2.6 8.4 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 0.0 3.2 0.0 4.2 8.2 2.0 0.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.0 0.0 51.3 0.0 8.1 12.4 59.6 2.7 0.0 LnGrp LOS D A D A A B E A A Approach Vol, veh/h 294 1769 734 Approach Delay, s/veh 50.4 9.9 8.0 Approach LOS D A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 11.3 82.3 16.5 93.5 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 7.5 32.2 10.4 5.5 Green Ext Time (p_c), s 0.0 4.1 0.8 2.6 Intersection Summary HCM 6th Ctrl Delay 13.6 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-10 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 460 252 99 49 178 151 179 1066 25 183 743 166 Future Volume (vph) 460 252 99 49 178 151 179 1066 25 183 743 166 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)21.0 51.0 12.4 42.4 42.4 13.0 43.8 43.8 12.8 43.6 43.6 Total Split (%)17.5% 42.5% 10.3% 35.3% 35.3% 10.8% 36.5% 36.5% 10.7% 36.3% 36.3% Yellow Time (s)3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 98.2 Natural Cycle: 115 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 5.1-11 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 460 252 99 49 178 151 179 1066 25 183 743 166 Future Volume (veh/h) 460 252 99 49 178 151 179 1066 25 183 743 166 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 484 265 0 52 187 67 188 1122 13 193 782 97 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 560 842 140 398 175 261 2134 663 266 2142 662 Arrive On Green 0.16 0.24 0.00 0.04 0.11 0.11 0.08 0.42 0.42 0.08 0.42 0.42 Sat Flow, veh/h 3456 3554 1585 3456 3554 1563 3456 5106 1585 3456 5106 1578 Grp Volume(v), veh/h 484 265 0 52 187 67 188 1122 13 193 782 97 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1563 1728 1702 1585 1728 1702 1578 Q Serve(g_s), s 12.2 5.5 0.0 1.3 4.4 3.5 4.7 14.6 0.4 4.9 9.4 3.4 Cycle Q Clear(g_c), s 12.2 5.5 0.0 1.3 4.4 3.5 4.7 14.6 0.4 4.9 9.4 3.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 560 842 140 398 175 261 2134 663 266 2142 662 V/C Ratio(X)0.86 0.31 0.37 0.47 0.38 0.72 0.53 0.02 0.73 0.37 0.15 Avail Cap(c_a), veh/h 639 1816 318 1474 648 341 2134 663 333 2142 662 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.4 28.1 0.0 41.7 37.1 36.8 40.3 19.4 15.2 40.3 17.8 16.0 Incr Delay (d2), s/veh 9.8 0.2 0.0 0.6 0.9 1.4 3.0 0.9 0.1 3.9 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.7 2.3 0.0 0.6 1.9 1.4 2.0 5.2 0.2 2.1 3.3 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.2 28.3 0.0 42.3 38.0 38.1 43.4 20.3 15.3 44.2 18.2 16.5 LnGrp LOS D C D D D D C B D B B Approach Vol, veh/h 749 A 306 1323 1072 Approach Delay, s/veh 39.9 38.8 23.5 22.8 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.1 43.8 7.8 26.5 10.9 43.9 19.0 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 8.6 37.3 * 8.2 45.6 * 8.8 37.1 16.5 37.0 Max Q Clear Time (g_c+I1), s 6.9 16.6 3.3 7.5 6.7 11.4 14.2 6.4 Green Ext Time (p_c), s 0.1 7.0 0.0 1.7 0.1 5.2 0.3 1.3 Intersection Summary HCM 6th Ctrl Delay 28.2 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 5.1-12 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 252 275 158 44 191 53 108 978 48 864 167 Future Volume (vph) 252 275 158 44 191 53 108 978 48 864 167 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 42.5 42.5 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (s)10.4 43.3 43.3 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.9% 41.2% 41.2% 9.1% 40.5% 40.5% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 84.8 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 5.1-13 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 252 275 158 44 191 53 108 978 72 48 864 167 Future Volume (veh/h) 252 275 158 44 191 53 108 978 72 48 864 167 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 260 284 81 45 197 27 111 1008 58 49 891 106 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 253 594 264 137 475 208 199 1608 93 144 2323 720 Arrive On Green 0.07 0.17 0.17 0.04 0.13 0.13 0.06 0.47 0.47 0.04 0.45 0.45 Sat Flow, veh/h 3456 3554 1579 3456 3554 1558 3456 3415 196 3456 5106 1583 Grp Volume(v), veh/h 260 284 81 45 197 27 111 524 542 49 891 106 Grp Sat Flow(s),veh/h/ln 1728 1777 1579 1728 1777 1558 1728 1777 1835 1728 1702 1583 Q Serve(g_s), s 5.8 5.7 3.6 1.0 4.0 1.2 2.5 17.5 17.5 1.1 9.1 3.1 Cycle Q Clear(g_c), s 5.8 5.7 3.6 1.0 4.0 1.2 2.5 17.5 17.5 1.1 9.1 3.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.11 1.00 1.00 Lane Grp Cap(c), veh/h 253 594 264 137 475 208 199 837 864 144 2323 720 V/C Ratio(X) 1.03 0.48 0.31 0.33 0.41 0.13 0.56 0.63 0.63 0.34 0.38 0.15 Avail Cap(c_a), veh/h 253 1652 734 218 1617 709 218 837 864 218 2323 720 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.7 29.8 28.9 37.0 31.4 30.2 36.3 15.7 15.7 36.9 14.2 12.6 Incr Delay (d2), s/veh 63.6 0.6 0.6 0.5 0.6 0.3 1.1 3.5 3.4 0.5 0.5 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 2.3 1.3 0.4 1.6 0.4 1.0 6.5 6.7 0.4 3.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 100.3 30.4 29.6 37.5 32.0 30.5 37.4 19.3 19.1 37.4 14.7 13.0 LnGrp LOS F C C D C C D B B D B B Approach Vol, veh/h 625 269 1177 1046 Approach Delay, s/veh 59.4 32.8 20.9 15.6 Approach LOS E C C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.9 43.8 7.7 19.7 9.2 42.5 10.4 17.1 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.8 36.0 Max Q Clear Time (g_c+I1), s 3.1 19.5 3.0 7.7 4.5 11.1 7.8 6.0 Green Ext Time (p_c), s 0.0 5.5 0.0 1.8 0.0 6.0 0.0 1.1 Intersection Summary HCM 6th Ctrl Delay 27.9 HCM 6th LOS C 5.1-14 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 10.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 98 51 27 1086 1002 74 Future Vol, veh/h 98 51 27 1086 1002 74 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 101 53 28 1120 1033 76 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1649 517 1109 0 - 0 Stage 1 1033 - - - - - Stage 2 616 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 90 503 625 - - - Stage 1 304 - - - - - Stage 2 501 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 86 503 625 - - - Mov Cap-2 Maneuver ~ 86 - - - - - Stage 1 290 - - - - - Stage 2 501 - - - - - Approach EB NB SB HCM Control Delay, s 162.4 0.3 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)625 - 86 503 - - HCM Lane V/C Ratio 0.045 - 1.175 0.105 - - HCM Control Delay (s) 11 - 240.1 13 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0.1 - 7.2 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 5.1-15 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 163 716 225 141 518 138 273 904 171 247 833 145 Future Volume (vph) 163 716 225 141 518 138 273 904 171 247 833 145 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 111.7 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 5.1-16 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 163 716 225 141 518 138 273 904 171 247 833 145 Future Volume (veh/h) 163 716 225 141 518 138 273 904 171 247 833 145 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 172 754 153 148 545 85 287 952 124 260 877 86 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 235 932 408 209 906 397 351 1344 591 323 1315 585 Arrive On Green 0.07 0.26 0.26 0.06 0.25 0.25 0.10 0.38 0.38 0.09 0.37 0.37 Sat Flow, veh/h 3456 3554 1556 3456 3554 1557 3456 3554 1564 3456 3554 1581 Grp Volume(v), veh/h 172 754 153 148 545 85 287 952 124 260 877 86 Grp Sat Flow(s),veh/h/ln 1728 1777 1556 1728 1777 1557 1728 1777 1564 1728 1777 1581 Q Serve(g_s), s 5.2 21.1 8.5 4.5 14.3 4.6 8.6 24.1 5.7 7.8 21.9 3.8 Cycle Q Clear(g_c), s 5.2 21.1 8.5 4.5 14.3 4.6 8.6 24.1 5.7 7.8 21.9 3.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 235 932 408 209 906 397 351 1344 591 323 1315 585 V/C Ratio(X) 0.73 0.81 0.37 0.71 0.60 0.21 0.82 0.71 0.21 0.81 0.67 0.15 Avail Cap(c_a), veh/h 339 1266 554 290 1216 533 424 1344 591 378 1315 585 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.5 36.6 32.0 48.9 34.8 31.1 46.7 28.0 22.3 47.1 27.9 22.3 Incr Delay (d2), s/veh 1.9 2.9 0.6 2.0 0.6 0.3 8.5 3.2 0.8 8.9 2.7 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 9.0 3.1 1.9 5.9 1.7 4.0 10.0 2.1 3.6 9.0 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.4 39.5 32.6 50.9 35.4 31.4 55.2 31.2 23.1 56.1 30.6 22.8 LnGrp LOS D D C D D C E C C E C C Approach Vol, veh/h 1079 778 1363 1223 Approach Delay, s/veh 40.3 37.9 35.5 35.5 Approach LOS D D D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.5 46.5 11.0 34.0 15.4 45.6 11.8 33.2 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 9.8 26.1 6.5 23.1 10.6 23.9 7.2 16.3 Green Ext Time (p_c), s 0.1 5.4 0.1 4.5 0.1 4.8 0.1 3.4 Intersection Summary HCM 6th Ctrl Delay 37.1 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-17 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 216 415 189 333 153 138 948 276 156 818 187 Future Volume (vph) 216 415 189 333 153 138 948 276 156 818 187 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 99.9 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 5.1-18 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 216 415 128 189 333 153 138 948 276 156 818 187 Future Volume (veh/h) 216 415 128 189 333 153 138 948 276 156 818 187 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 237 456 126 208 366 128 152 1042 217 171 899 136 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 313 594 163 284 738 324 224 1414 621 245 1435 632 Arrive On Green 0.09 0.22 0.22 0.08 0.21 0.21 0.06 0.40 0.40 0.07 0.40 0.40 Sat Flow, veh/h 3456 2746 753 3456 3554 1562 3456 3554 1562 3456 3554 1564 Grp Volume(v), veh/h 237 294 288 208 366 128 152 1042 217 171 899 136 Grp Sat Flow(s),veh/h/ln 1728 1777 1722 1728 1777 1562 1728 1777 1562 1728 1777 1564 Q Serve(g_s), s 6.1 14.1 14.3 5.3 8.3 6.4 3.9 22.7 8.8 4.4 18.4 5.2 Cycle Q Clear(g_c), s 6.1 14.1 14.3 5.3 8.3 6.4 3.9 22.7 8.8 4.4 18.4 5.2 Prop In Lane 1.00 0.44 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 313 384 372 284 738 324 224 1414 621 245 1435 632 V/C Ratio(X) 0.76 0.76 0.77 0.73 0.50 0.39 0.68 0.74 0.35 0.70 0.63 0.22 Avail Cap(c_a), veh/h 478 730 708 478 1461 642 478 1414 621 478 1435 632 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.4 33.5 33.6 40.8 31.8 31.1 41.6 23.3 19.2 41.3 21.7 17.7 Incr Delay (d2), s/veh 1.4 3.2 3.5 1.4 0.5 0.8 1.3 3.5 1.5 1.3 2.1 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 6.1 6.0 2.2 3.4 2.4 1.6 9.1 3.2 1.8 7.2 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.8 36.7 37.0 42.2 32.4 31.9 43.0 26.8 20.7 42.7 23.7 18.5 LnGrp LOS D D D D C C D C C D C B Approach Vol, veh/h 819 702 1411 1206 Approach Delay, s/veh 38.3 35.2 27.6 25.8 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.1 42.4 12.1 25.5 10.5 42.9 12.8 24.7 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 6.4 24.7 7.3 16.3 5.9 20.4 8.1 10.3 Green Ext Time (p_c), s 0.1 5.5 0.2 3.2 0.1 5.5 0.2 2.6 Intersection Summary HCM 6th Ctrl Delay 30.5 HCM 6th LOS C 5.1-19 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)43 964 79 60 604 62 64 107 87 63 97 37 Future Volume (vph)43 964 79 60 604 62 64 107 87 63 97 37 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 85.4 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 5.1-20 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 43 964 79 60 604 62 64 107 87 63 97 37 Future Volume (veh/h) 43 964 79 60 604 62 64 107 87 63 97 37 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 45 1004 56 62 629 44 67 111 33 66 101 27 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 72 1729 771 86 1757 773 89 468 206 88 467 208 Arrive On Green 0.04 0.49 0.49 0.05 0.49 0.49 0.05 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1585 1781 3554 1564 1781 3554 1563 1781 3554 1585 Grp Volume(v), veh/h 45 1004 56 62 629 44 67 111 33 66 101 27 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1564 1781 1777 1563 1781 1777 1585 Q Serve(g_s), s 1.9 15.4 1.4 2.6 8.3 1.1 2.8 2.1 1.4 2.8 1.9 1.1 Cycle Q Clear(g_c), s 1.9 15.4 1.4 2.6 8.3 1.1 2.8 2.1 1.4 2.8 1.9 1.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 72 1729 771 86 1757 773 89 468 206 88 467 208 V/C Ratio(X) 0.63 0.58 0.07 0.72 0.36 0.06 0.76 0.24 0.16 0.75 0.22 0.13 Avail Cap(c_a), veh/h 258 1729 771 258 1757 773 258 1842 810 258 1842 821 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.9 14.0 10.4 35.7 11.8 10.0 35.7 29.6 29.3 35.7 29.5 29.2 Incr Delay (d2), s/veh 3.3 1.4 0.2 4.3 0.6 0.1 4.8 0.3 0.4 4.7 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 5.3 0.4 1.1 2.8 0.3 1.3 0.8 0.5 1.2 0.8 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.2 15.4 10.6 40.0 12.4 10.1 40.5 29.8 29.6 40.4 29.7 29.5 LnGrp LOS D B B D B B D C C D C C Approach Vol, veh/h 1105 735 211 194 Approach Delay, s/veh 16.1 14.6 33.2 33.3 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.4 16.2 8.3 43.2 8.4 16.2 7.7 43.8 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 4.8 4.1 4.6 17.4 4.8 3.9 3.9 10.3 Green Ext Time (p_c), s 0.0 0.7 0.0 6.5 0.0 0.6 0.0 4.1 Intersection Summary HCM 6th Ctrl Delay 18.7 HCM 6th LOS B 5.1-21 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)30 902 85 53 614 158 67 146 91 211 146 23 Future Volume (vph)30 902 85 53 614 158 67 146 91 211 146 23 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 81 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 5.1-22 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 902 85 53 614 158 67 146 91 211 146 23 Future Volume (veh/h) 30 902 85 53 614 158 67 146 91 211 146 23 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 31 930 63 55 633 105 69 151 30 218 151 13 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 56 1721 768 79 1768 777 357 891 392 353 891 392 Arrive On Green 0.03 0.48 0.48 0.04 0.50 0.50 0.25 0.25 0.25 0.25 0.25 0.25 Sat Flow, veh/h 1781 3554 1585 1781 3554 1562 1222 3554 1563 1203 3554 1565 Grp Volume(v), veh/h 31 930 63 55 633 105 69 151 30 218 151 13 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1562 1222 1777 1563 1203 1777 1565 Q Serve(g_s), s 1.3 14.3 1.7 2.4 8.5 2.8 3.7 2.6 1.2 13.6 2.6 0.5 Cycle Q Clear(g_c), s 1.3 14.3 1.7 2.4 8.5 2.8 6.3 2.6 1.2 16.2 2.6 0.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 56 1721 768 79 1768 777 357 891 392 353 891 392 V/C Ratio(X) 0.56 0.54 0.08 0.69 0.36 0.14 0.19 0.17 0.08 0.62 0.17 0.03 Avail Cap(c_a), veh/h 627 1721 768 627 1768 777 629 1680 739 621 1680 740 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.5 14.1 10.9 37.0 12.1 10.6 25.5 23.0 22.5 29.3 23.0 22.2 Incr Delay (d2), s/veh 3.2 1.2 0.2 4.0 0.6 0.4 0.3 0.1 0.1 1.8 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 5.0 0.5 1.1 2.9 0.9 1.0 1.0 0.4 3.6 1.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.7 15.4 11.1 41.0 12.6 11.0 25.7 23.1 22.5 31.1 23.1 22.2 LnGrp LOS D B B D B B C C C C C C Approach Vol, veh/h 1024 793 250 382 Approach Delay, s/veh 15.9 14.4 23.8 27.6 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 26.2 8.1 44.2 26.2 7.1 45.2 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 8.3 4.4 16.3 18.2 3.3 10.5 Green Ext Time (p_c), s 1.1 0.0 6.2 1.5 0.0 4.3 Intersection Summary HCM 6th Ctrl Delay 18.0 HCM 6th LOS B 5.1-23 Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)99 398 123 308 284 157 135 974 101 166 1142 38 Future Volume (vph)99 398 123 308 284 157 135 974 101 166 1142 38 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 99.3 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 5.1-24 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 99 398 123 308 284 157 135 974 101 166 1142 38 Future Volume (veh/h) 99 398 123 308 284 157 135 974 101 166 1142 38 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 100 402 0 311 287 0 136 984 35 168 1154 18 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 176 690 389 1005 206 2246 696 243 2301 714 Arrive On Green 0.05 0.14 0.00 0.11 0.20 0.00 0.06 0.44 0.44 0.07 0.45 0.45 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1583 3456 5106 1584 Grp Volume(v), veh/h 100 402 0 311 287 0 136 984 35 168 1154 18 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1583 1728 1702 1584 Q Serve(g_s), s 2.5 6.7 0.0 7.9 4.3 0.0 3.5 12.0 1.1 4.3 14.5 0.6 Cycle Q Clear(g_c), s 2.5 6.7 0.0 7.9 4.3 0.0 3.5 12.0 1.1 4.3 14.5 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 176 690 389 1005 206 2246 696 243 2301 714 V/C Ratio(X)0.57 0.58 0.80 0.29 0.66 0.44 0.05 0.69 0.50 0.03 Avail Cap(c_a), veh/h 399 1802 552 2029 437 2246 696 552 2301 714 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.8 36.6 0.0 39.0 30.8 0.0 41.5 17.5 14.5 40.9 17.6 13.8 Incr Delay (d2), s/veh 1.1 0.8 0.0 3.5 0.2 0.0 1.3 0.6 0.1 1.3 0.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 2.6 0.0 3.3 1.7 0.0 1.4 4.3 0.4 1.7 5.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.9 37.4 0.0 42.4 31.0 0.0 42.8 18.1 14.6 42.2 18.4 13.8 LnGrp LOS D D D C D B B D B B Approach Vol, veh/h 502 A 598 A 1155 1340 Approach Delay, s/veh 38.5 36.9 20.9 21.3 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.9 46.0 14.8 18.4 10.0 47.0 9.2 23.9 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 6.3 14.0 9.9 8.7 5.5 16.5 4.5 6.3 Green Ext Time (p_c), s 0.2 6.6 0.3 2.3 0.1 7.7 0.1 1.7 Intersection Summary HCM 6th Ctrl Delay 26.2 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 5.1-25 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)27 538 133 150 468 77 138 300 150 69 272 Future Volume (vph)27 538 133 150 468 77 138 300 150 69 272 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 101.4 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 5.1-26 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 538 133 150 468 77 138 300 150 69 272 26 Future Volume (veh/h) 27 538 133 150 468 77 138 300 150 69 272 26 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 29 578 72 161 503 56 148 323 80 74 292 12 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 50 770 341 195 1058 464 181 1379 614 95 1182 48 Arrive On Green 0.03 0.22 0.22 0.11 0.30 0.30 0.10 0.39 0.39 0.05 0.34 0.34 Sat Flow, veh/h 1781 3554 1572 1781 3554 1559 1781 3554 1583 1781 3477 142 Grp Volume(v), veh/h 29 578 72 161 503 56 148 323 80 74 149 155 Grp Sat Flow(s),veh/h/ln 1781 1777 1572 1781 1777 1559 1781 1777 1583 1781 1777 1842 Q Serve(g_s), s 1.5 14.3 3.5 8.3 10.9 2.5 7.6 5.7 3.1 3.8 5.7 5.7 Cycle Q Clear(g_c), s 1.5 14.3 3.5 8.3 10.9 2.5 7.6 5.7 3.1 3.8 5.7 5.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.08 Lane Grp Cap(c), veh/h 50 770 341 195 1058 464 181 1379 614 95 604 627 V/C Ratio(X) 0.58 0.75 0.21 0.83 0.48 0.12 0.82 0.23 0.13 0.78 0.25 0.25 Avail Cap(c_a), veh/h 137 1356 600 332 1747 766 292 1379 614 165 604 627 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.0 34.4 30.1 40.9 26.9 24.0 41.3 19.3 18.5 43.8 22.3 22.3 Incr Delay (d2), s/veh 3.8 1.5 0.3 3.4 0.3 0.1 3.9 0.4 0.4 5.1 1.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 5.9 1.3 3.6 4.3 0.9 3.4 2.2 1.1 1.7 2.3 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.8 35.9 30.5 44.3 27.3 24.1 45.2 19.7 18.9 48.9 23.3 23.2 LnGrp LOS D D C D C C D B B D C C Approach Vol, veh/h 679 720 551 378 Approach Delay, s/veh 35.8 30.8 26.5 28.3 Approach LOS D C C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.6 42.8 14.9 26.5 14.1 38.3 7.3 34.1 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 5.8 7.7 10.3 16.3 9.6 7.7 3.5 12.9 Green Ext Time (p_c), s 0.0 2.1 0.1 3.5 0.1 1.4 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay 30.8 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-27 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 161 550 54 111 562 102 59 8 94 4 44 Future Volume (vph) 161 550 54 111 562 102 59 8 94 4 44 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 79.9 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 5.1-28 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 161 550 54 111 562 102 59 8 69 94 4 44 Future Volume (veh/h) 161 550 54 111 562 102 59 8 69 94 4 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 163 556 0 112 568 96 60 8 30 95 4 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 249 1483 143 1514 669 84 56 209 196 324 Arrive On Green 0.07 0.42 0.00 0.08 0.43 0.43 0.05 0.16 0.16 0.06 0.17 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1571 1781 340 1273 3456 1870 1585 Grp Volume(v), veh/h 163 556 0 112 568 96 60 0 38 95 4 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1571 1781 0 1613 1728 1870 1585 Q Serve(g_s), s 3.5 8.3 0.0 4.7 8.4 2.9 2.5 0.0 1.5 2.0 0.1 0.0 Cycle Q Clear(g_c), s 3.5 8.3 0.0 4.7 8.4 2.9 2.5 0.0 1.5 2.0 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.79 1.00 1.00 Lane Grp Cap(c), veh/h 249 1483 143 1514 669 84 0 264 196 324 V/C Ratio(X)0.66 0.37 0.78 0.38 0.14 0.72 0.00 0.14 0.49 0.01 Avail Cap(c_a), veh/h 676 1483 349 1514 669 349 0 766 676 888 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.7 15.4 0.0 34.6 15.0 13.5 36.0 0.0 27.5 35.1 26.3 0.0 Incr Delay (d2), s/veh 1.1 0.7 0.0 3.5 0.7 0.5 4.2 0.0 0.2 0.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 3.0 0.0 2.0 3.0 0.9 1.2 0.0 0.6 0.9 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.8 16.2 0.0 38.1 15.7 13.9 40.2 0.0 27.7 35.8 26.3 0.0 LnGrp LOS D B D B B D A C D C Approach Vol, veh/h 719 A 776 98 99 A Approach Delay, s/veh 20.6 18.7 35.4 35.4 Approach LOS C B D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.9 18.8 10.8 38.2 8.2 19.5 10.1 38.9 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 4.0 3.5 6.7 10.3 4.5 2.1 5.5 10.4 Green Ext Time (p_c), s 0.1 0.2 0.1 3.2 0.0 0.0 0.2 3.6 Intersection Summary HCM 6th Ctrl Delay 21.5 HCM 6th LOS C Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 5.1-29 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)3 23 142 363 123 Future Volume (vph)3 23 142 363 123 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)55.0 55.0 55.0 55.0 Total Split (%)50.0% 50.0% 50.0% 50.0% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 5.1-30 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 331 3 23 0 142 363 0 123 16 Future Volume (veh/h) 0 0 0 331 3 23 0 142 363 0 123 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1530 1870 0 1781 1826 0 1856 1856 Adj Flow Rate, veh/h 338 3 8 0 145 0 0 126 8 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 25 2 0 8 5 0 3 3 Cap, veh/h 378 3 414 0 2152 0 3095 193 Arrive On Green 0.26 0.26 0.26 0.00 0.64 0.00 0.00 0.64 0.64 Sat Flow, veh/h 1444 13 1585 0 3474 1547 0 5034 303 Grp Volume(v), veh/h 341 0 8 0 145 0 0 87 47 Grp Sat Flow(s),veh/h/ln 1457 0 1585 0 1692 1547 0 1689 1793 Q Serve(g_s), s 24.8 0.0 0.4 0.0 1.8 0.0 0.0 1.1 1.1 Cycle Q Clear(g_c), s 24.8 0.0 0.4 0.0 1.8 0.0 0.0 1.1 1.1 Prop In Lane 0.99 1.00 0.00 1.00 0.00 0.17 Lane Grp Cap(c), veh/h 381 0 414 0 2152 0 2147 1140 V/C Ratio(X)0.90 0.00 0.02 0.00 0.07 0.00 0.04 0.04 Avail Cap(c_a), veh/h 658 0 716 0 2152 0 2147 1140 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 39.2 0.0 30.2 0.0 7.6 0.0 0.0 7.5 7.5 Incr Delay (d2), s/veh 8.4 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.3 0.0 0.2 0.0 0.6 0.0 0.0 0.3 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.5 0.0 30.2 0.0 7.7 0.0 0.0 7.5 7.6 LnGrp LOS D A C A A A A A Approach Vol, veh/h 349 145 A 134 Approach Delay, s/veh 47.1 7.7 7.5 Approach LOS D A A Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 75.9 75.9 34.1 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 49.0 49.0 49.7 Max Q Clear Time (g_c+I1), s 3.8 3.1 26.8 Green Ext Time (p_c), s 0.5 0.4 1.9 Intersection Summary HCM 6th Ctrl Delay 29.6 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 5.1-31 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph)33 1 464 472 18 436 Future Volume (vph)33 1 464 472 18 436 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 5.1-32 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 33 1 464 0 0 0 0 472 294 18 436 0 Future Volume (veh/h) 33 1 464 0 0 0 0 472 294 18 436 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1841 1900 1811 0 1811 1811 1648 1856 0 Adj Flow Rate, veh/h 34 0 243 0 492 286 19 454 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 0 6 0 6 6 17 3 0 Cap, veh/h 179 0 313 0 2414 1124 31 4028 0 Arrive On Green 0.10 0.00 0.10 0.00 0.73 0.73 0.02 0.80 0.00 Sat Flow, veh/h 1753 0 3070 0 3459 1535 1570 5233 0 Grp Volume(v), veh/h 34 0 243 0 492 286 19 454 0 Grp Sat Flow(s),veh/h/ln 1753 0 1535 0 1648 1535 1570 1689 0 Q Serve(g_s), s 2.0 0.0 8.5 0.0 5.2 6.7 1.3 2.2 0.0 Cycle Q Clear(g_c), s 2.0 0.0 8.5 0.0 5.2 6.7 1.3 2.2 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 179 0 313 0 2414 1124 31 4028 0 V/C Ratio(X)0.19 0.00 0.78 0.00 0.20 0.25 0.60 0.11 0.00 Avail Cap(c_a), veh/h 553 0 968 0 2414 1124 290 4028 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.96 0.96 1.00 1.00 0.00 Uniform Delay (d), s/veh 45.2 0.0 48.2 0.0 4.6 4.8 53.5 2.5 0.0 Incr Delay (d2), s/veh 0.4 0.0 3.1 0.0 0.2 0.5 6.8 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 3.3 0.0 1.3 1.6 0.6 0.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 45.6 0.0 51.2 0.0 4.8 5.4 60.2 2.6 0.0 LnGrp LOS D A D A A A E A A Approach Vol, veh/h 277 778 473 Approach Delay, s/veh 50.6 5.0 4.9 Approach LOS D A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 6.9 86.6 16.5 93.5 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 3.3 8.7 10.5 4.2 Green Ext Time (p_c), s 0.0 2.9 0.7 1.7 Intersection Summary HCM 6th Ctrl Delay 13.2 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-33 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 169 167 105 52 184 78 182 520 29 154 625 97 Future Volume (vph) 169 167 105 52 184 78 182 520 29 154 625 97 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)10.0 53.4 10.0 53.4 53.4 13.0 45.6 45.6 11.0 43.6 43.6 Total Split (%)8.3% 44.5% 8.3% 44.5% 44.5% 10.8% 38.0% 38.0% 9.2% 36.3% 36.3% Yellow Time (s) 3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 87.3 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 5.1-34 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 169 167 105 52 184 78 182 520 29 154 625 97 Future Volume (veh/h) 169 167 105 52 184 78 182 520 29 154 625 97 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 178 176 0 55 194 26 192 547 17 162 658 59 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 235 539 152 440 196 272 2472 767 239 2422 751 Arrive On Green 0.07 0.15 0.00 0.04 0.12 0.12 0.08 0.48 0.48 0.07 0.47 0.47 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 5106 1585 3456 5106 1584 Grp Volume(v), veh/h 178 176 0 55 194 26 192 547 17 162 658 59 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1702 1585 1728 1702 1584 Q Serve(g_s), s 4.1 3.6 0.0 1.2 4.1 1.2 4.4 5.0 0.5 3.7 6.3 1.6 Cycle Q Clear(g_c), s 4.1 3.6 0.0 1.2 4.1 1.2 4.4 5.0 0.5 3.7 6.3 1.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 235 539 152 440 196 272 2472 767 239 2422 751 V/C Ratio(X)0.76 0.33 0.36 0.44 0.13 0.71 0.22 0.02 0.68 0.27 0.08 Avail Cap(c_a), veh/h 235 2112 248 2112 942 376 2472 767 291 2422 751 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.0 30.6 0.0 37.5 32.8 31.5 36.3 12.0 10.9 36.7 12.8 11.6 Incr Delay (d2), s/veh 11.8 0.3 0.0 0.5 0.7 0.3 1.5 0.2 0.1 2.9 0.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 1.5 0.0 0.5 1.7 0.4 1.8 1.6 0.2 1.5 2.0 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.8 30.9 0.0 38.1 33.5 31.8 37.8 12.2 10.9 39.6 13.1 11.8 LnGrp LOS D C D C C D B B D B B Approach Vol, veh/h 354 A 275 756 879 Approach Delay, s/veh 39.9 34.2 18.7 17.9 Approach LOS D C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.8 45.6 7.7 17.7 10.6 44.8 10.0 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 6.8 39.1 * 5.8 48.0 * 8.8 37.1 5.5 48.0 Max Q Clear Time (g_c+I1), s 5.7 7.0 3.2 5.6 6.4 8.3 6.1 6.1 Green Ext Time (p_c), s 0.0 3.4 0.0 1.1 0.1 4.3 0.0 1.3 Intersection Summary HCM 6th Ctrl Delay 23.6 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 5.1-35 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 121 133 99 47 146 50 107 538 50 657 139 Future Volume (vph) 121 133 99 47 146 50 107 538 50 657 139 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.5 37.5 9.6 42.5 42.5 9.6 42.5 9.6 37.5 37.5 Total Split (s)9.6 43.3 43.3 9.6 43.3 43.3 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.1% 41.2% 41.2% 9.1% 41.2% 41.2% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 83.4 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 5.1-36 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 121 133 99 47 146 50 107 538 43 50 657 139 Future Volume (veh/h) 121 133 99 47 146 50 107 538 43 50 657 139 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 129 141 104 50 155 0 114 572 32 53 699 104 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 209 523 233 147 459 205 204 1642 92 152 2373 736 Arrive On Green 0.06 0.15 0.15 0.04 0.13 0.00 0.06 0.48 0.48 0.04 0.46 0.46 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3422 191 3456 5106 1584 Grp Volume(v), veh/h 129 141 104 50 155 0 114 297 307 53 699 104 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1777 1836 1728 1702 1584 Q Serve(g_s), s 2.8 2.7 4.6 1.1 3.1 0.0 2.5 8.1 8.1 1.2 6.6 2.9 Cycle Q Clear(g_c), s 2.8 2.7 4.6 1.1 3.1 0.0 2.5 8.1 8.1 1.2 6.6 2.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 209 523 233 147 459 205 204 853 881 152 2373 736 V/C Ratio(X) 0.62 0.27 0.45 0.34 0.34 0.00 0.56 0.35 0.35 0.35 0.29 0.14 Avail Cap(c_a), veh/h 223 1688 753 223 1688 753 223 853 881 223 2373 736 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.5 29.3 30.2 36.0 30.7 0.0 35.5 12.6 12.6 36.0 12.9 11.9 Incr Delay (d2), s/veh 3.1 0.3 1.3 0.5 0.4 0.0 1.1 1.1 1.1 0.5 0.3 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 1.1 1.7 0.4 1.2 0.0 1.0 2.8 2.9 0.5 2.1 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.6 29.6 31.5 36.5 31.1 0.0 36.6 13.7 13.7 36.5 13.2 12.3 LnGrp LOS D C C D C A D B B D B B Approach Vol, veh/h 374 205 718 856 Approach Delay, s/veh 33.2 32.5 17.3 14.5 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.0 43.7 7.9 17.9 9.2 42.5 9.3 16.5 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.0 36.8 Max Q Clear Time (g_c+I1), s 3.2 10.1 3.1 6.6 4.5 8.6 4.8 5.1 Green Ext Time (p_c), s 0.0 3.1 0.0 1.0 0.0 4.7 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 20.4 HCM 6th LOS C 5.1-37 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 4.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 108 44 43 569 717 101 Future Vol, veh/h 108 44 43 569 717 101 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 115 47 46 605 763 107 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1158 382 870 0 - 0 Stage 1 763 - - - - - Stage 2 395 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 189 616 770 - - - Stage 1 421 - - - - - Stage 2 650 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 178 616 770 - - - Mov Cap-2 Maneuver 178 - - - - - Stage 1 396 - - - - - Stage 2 650 - - - - - Approach EB NB SB HCM Control Delay, s 43.1 0.7 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)770 - 178 616 - - HCM Lane V/C Ratio 0.059 - 0.645 0.076 - - HCM Control Delay (s) 10 - 56.1 11.3 - - HCM Lane LOS A - F B - - HCM 95th %tile Q(veh) 0.2 - 3.7 0.2 - - 5.1-38 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 103 492 120 125 461 118 161 463 124 222 537 143 Future Volume (vph) 103 492 120 125 461 118 161 463 124 222 537 143 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 102.1 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 5.1-39 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 103 492 120 125 461 118 161 463 124 222 537 143 Future Volume (veh/h) 103 492 120 125 461 118 161 463 124 222 537 143 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 105 502 67 128 470 56 164 472 64 227 548 86 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 173 682 303 194 704 314 236 1531 674 300 1597 699 Arrive On Green 0.05 0.19 0.19 0.06 0.20 0.20 0.07 0.43 0.43 0.09 0.45 0.45 Sat Flow, veh/h 3456 3554 1580 3456 3554 1585 3456 3554 1565 3456 3554 1556 Grp Volume(v), veh/h 105 502 67 128 470 56 164 472 64 227 548 86 Grp Sat Flow(s),veh/h/ln 1728 1777 1580 1728 1777 1585 1728 1777 1565 1728 1777 1556 Q Serve(g_s), s 2.8 12.4 3.3 3.4 11.4 2.7 4.3 8.1 2.3 6.0 9.3 3.0 Cycle Q Clear(g_c), s 2.8 12.4 3.3 3.4 11.4 2.7 4.3 8.1 2.3 6.0 9.3 3.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 173 682 303 194 704 314 236 1531 674 300 1597 699 V/C Ratio(X) 0.61 0.74 0.22 0.66 0.67 0.18 0.69 0.31 0.09 0.76 0.34 0.12 Avail Cap(c_a), veh/h 386 1443 642 330 1386 618 483 1531 674 431 1597 699 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.3 35.4 31.7 43.1 34.5 31.0 42.4 17.4 15.7 41.5 16.7 14.9 Incr Delay (d2), s/veh 1.3 1.6 0.4 1.4 1.1 0.3 1.4 0.5 0.3 2.4 0.6 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 5.2 1.2 1.4 4.7 1.0 1.8 3.1 0.8 2.5 3.4 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.6 37.0 32.1 44.5 35.6 31.3 43.8 17.9 16.0 43.9 17.3 15.3 LnGrp LOS D D C D D C D B B D B B Approach Vol, veh/h 674 654 700 861 Approach Delay, s/veh 37.7 37.0 23.8 24.1 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.7 46.5 9.8 24.1 11.0 48.2 9.3 24.6 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 8.0 10.1 5.4 14.4 6.3 11.3 4.8 13.4 Green Ext Time (p_c), s 0.1 3.1 0.1 3.1 0.1 3.5 0.1 2.9 Intersection Summary HCM 6th Ctrl Delay 30.1 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 5.1-40 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 167 197 86 271 86 69 512 110 91 552 185 Future Volume (vph) 167 197 86 271 86 69 512 110 91 552 185 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 87.6 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 5.1-41 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 167 197 112 86 271 86 69 512 110 91 552 185 Future Volume (veh/h) 167 197 112 86 271 86 69 512 110 91 552 185 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 182 214 73 93 295 53 75 557 69 99 600 121 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 268 396 131 192 459 205 178 1651 737 196 1670 740 Arrive On Green 0.08 0.15 0.15 0.06 0.13 0.13 0.05 0.46 0.46 0.06 0.47 0.47 Sat Flow, veh/h 3456 2622 869 3456 3554 1585 3456 3554 1585 3456 3554 1576 Grp Volume(v), veh/h 182 143 144 93 295 53 75 557 69 99 600 121 Grp Sat Flow(s),veh/h/ln 1728 1777 1714 1728 1777 1585 1728 1777 1585 1728 1777 1576 Q Serve(g_s), s 4.0 5.8 6.1 2.0 6.1 2.3 1.6 7.8 1.9 2.2 8.4 3.4 Cycle Q Clear(g_c), s 4.0 5.8 6.1 2.0 6.1 2.3 1.6 7.8 1.9 2.2 8.4 3.4 Prop In Lane 1.00 0.51 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 268 268 259 192 459 205 178 1651 737 196 1670 740 V/C Ratio(X) 0.68 0.53 0.56 0.48 0.64 0.26 0.42 0.34 0.09 0.51 0.36 0.16 Avail Cap(c_a), veh/h 559 853 823 559 1706 761 559 1651 737 559 1670 740 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.0 30.5 30.7 35.7 32.2 30.6 35.8 13.2 11.7 35.7 13.2 11.9 Incr Delay (d2), s/veh 1.1 1.6 1.9 0.7 1.5 0.7 0.6 0.6 0.3 0.8 0.6 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 2.4 2.5 0.8 2.6 0.9 0.7 2.7 0.6 0.9 2.9 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.1 32.2 32.5 36.4 33.7 31.2 36.4 13.8 11.9 36.4 13.8 12.3 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 469 441 701 820 Approach Delay, s/veh 33.8 34.0 16.0 16.3 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.0 42.4 8.9 17.6 8.6 42.8 10.6 15.9 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 4.2 9.8 4.0 8.1 3.6 10.4 6.0 8.1 Green Ext Time (p_c), s 0.1 3.6 0.1 1.5 0.1 4.1 0.2 1.9 Intersection Summary HCM 6th Ctrl Delay 22.8 HCM 6th LOS C 5.1-42 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)50 604 72 18 519 37 58 63 25 51 71 39 Future Volume (vph)50 604 72 18 519 37 58 63 25 51 71 39 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 83.7 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 5.1-43 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 604 72 18 519 37 58 63 25 51 71 39 Future Volume (veh/h) 50 604 72 18 519 37 58 63 25 51 71 39 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 56 679 80 20 583 40 65 71 28 57 80 44 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 81 1817 800 40 1736 774 88 479 214 82 468 209 Arrive On Green 0.05 0.51 0.51 0.02 0.49 0.49 0.05 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1564 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 56 679 80 20 583 40 65 71 28 57 80 44 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.3 8.7 2.0 0.8 7.6 1.0 2.7 1.3 1.2 2.4 1.5 1.9 Cycle Q Clear(g_c), s 2.3 8.7 2.0 0.8 7.6 1.0 2.7 1.3 1.2 2.4 1.5 1.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 81 1817 800 40 1736 774 88 479 214 82 468 209 V/C Ratio(X) 0.69 0.37 0.10 0.50 0.34 0.05 0.74 0.15 0.13 0.69 0.17 0.21 Avail Cap(c_a), veh/h 259 1817 800 259 1736 774 259 1848 824 259 1848 824 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 11.2 9.5 36.6 11.9 10.2 35.5 28.9 28.9 35.6 29.2 29.4 Incr Delay (d2), s/veh 3.8 0.6 0.2 3.5 0.5 0.1 4.6 0.1 0.3 3.9 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.9 0.6 0.4 2.6 0.3 1.2 0.5 0.4 1.0 0.6 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.4 11.8 9.8 40.0 12.4 10.3 40.1 29.1 29.1 39.5 29.4 29.9 LnGrp LOS D B A D B B D C C D C C Approach Vol, veh/h 815 643 164 181 Approach Delay, s/veh 13.5 13.1 33.5 32.7 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.1 16.4 6.3 44.9 8.3 16.2 8.1 43.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 4.4 3.3 2.8 10.7 4.7 3.9 4.3 9.6 Green Ext Time (p_c), s 0.0 0.4 0.0 4.6 0.0 0.5 0.0 3.7 Intersection Summary HCM 6th Ctrl Delay 17.1 HCM 6th LOS B 5.1-44 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)29 451 50 29 519 120 50 95 35 141 110 38 Future Volume (vph)29 451 50 29 519 120 50 95 35 141 110 38 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 71.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 5.1-45 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 451 50 29 519 120 50 95 35 141 110 38 Future Volume (veh/h) 29 451 50 29 519 120 50 95 35 141 110 38 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 30 465 40 30 535 89 52 98 22 145 113 33 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 56 1933 851 56 1933 851 289 628 280 298 628 280 Arrive On Green 0.03 0.54 0.54 0.03 0.54 0.54 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 1781 3554 1564 1781 3554 1565 1242 3554 1585 1272 3554 1585 Grp Volume(v), veh/h 30 465 40 30 535 89 52 98 22 145 113 33 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1565 1242 1777 1585 1272 1777 1585 Q Serve(g_s), s 1.2 4.8 0.8 1.2 5.6 1.9 2.6 1.6 0.8 7.6 1.9 1.2 Cycle Q Clear(g_c), s 1.2 4.8 0.8 1.2 5.6 1.9 4.5 1.6 0.8 9.2 1.9 1.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 56 1933 851 56 1933 851 289 628 280 298 628 280 V/C Ratio(X) 0.53 0.24 0.05 0.53 0.28 0.10 0.18 0.16 0.08 0.49 0.18 0.12 Avail Cap(c_a), veh/h 704 1933 851 704 1933 851 729 1888 842 749 1888 842 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.3 8.4 7.5 33.3 8.5 7.7 26.4 24.3 24.0 28.3 24.5 24.2 Incr Delay (d2), s/veh 2.9 0.3 0.1 2.9 0.4 0.2 0.3 0.1 0.1 1.2 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.4 0.2 0.5 1.7 0.5 0.7 0.6 0.3 2.1 0.7 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.2 8.6 7.6 36.2 8.9 7.9 26.7 24.5 24.1 29.5 24.6 24.4 LnGrp LOS D A A D A A C C C C C C Approach Vol, veh/h 535 654 172 291 Approach Delay, s/veh 10.1 10.0 25.1 27.0 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 18.8 6.8 44.2 18.8 6.8 44.2 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 6.5 3.2 6.8 11.2 3.2 7.6 Green Ext Time (p_c), s 0.7 0.0 3.0 1.1 0.0 3.6 Intersection Summary HCM 6th Ctrl Delay 14.6 HCM 6th LOS B 5.1-46 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 5.2: E+P CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet (Average Traffic Estimate Form) ___ ___ ___ ___TRAFFIC CONDITIONS DIST CO RTE PM CALC DATE Jurisdiction:City of Palm Deser CHK DATE Major Street:Cook Street Critical Approach Speed (Major) 55 mph Minor Street:Market Place Drive Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes =2 lane Minor Street Approach Lane 1 lane Major Street Future ADT =26,132 vpd Minor Street Future ADT =1,891 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…...√ or In built up area of isolated community of < 10,000 population …………….….…. Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 1 8,000 5,600 2,400 1,680 2 +26,132 1 1,891 9,600 6,720 *2,400 1,680 * 2 + 2 +9,600 6,720 3,200 2,240 1 2 +8,000 5,600 3,200 2,240 Satisfied Not Satisfied X Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2 +26,132 1 1,891 14,400 10,080 *1,200 850 * 2 + 2 +14,400 10,080 1,600 1,120 1 2 +12,000 8,400 1,600 1,120 No one condition satisfied, but following conditions fulfilled 80% of more ….. A B 100% 100% Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes. Minor Street Approach (One Direction Only) Minimum Requirements EADT Vehicles Per Day on Higher-Volume Major Street (Total of Both Approaches) Minor Street Approach Satisfied Not Satisfied XX CONDITION A - Minimum Vehicular Volume Vehicles Per Day Vehicles Per Day on The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. (Total of Both Approaches) Combination of CONDITIONS A + B 2 CONDITIONS 80% 2 CONDITIONS 80% Satisfied Not Satisfied XX (One Direction Only) Major Street Minor Street CONDITION B - Interruption of Continuous Traffic Vehicles Per Day on Major Street RURAL (R) URBAN RURAL Major Street Minor Street XX on Higher-Volume E+P RV RV 02/06/19 02/06/19 (Based on Estimated Average Daily Traffic - See Note) 5.2-1 This Page Intentionally Left Blank Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 5.3: E+P CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 497 47 383 734 287 v/c Ratio 0.75 0.07 0.22 0.48 0.12 Control Delay 35.7 4.5 9.7 2.6 14.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 35.7 4.5 9.7 2.6 14.9 Queue Length 50th (ft) 301 0 76 26 33 Queue Length 95th (ft) 333 18 90 96 64 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 1079 1040 1719 1538 2362 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.46 0.05 0.22 0.48 0.12 Intersection Summary 5.3-1 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 E+P - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 61 265 262 1820 68 666 v/c Ratio 0.37 0.74 0.73 0.56 0.56 0.17 Control Delay 50.7 20.5 19.8 10.4 66.7 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.7 20.5 19.8 10.4 66.7 1.4 Queue Length 50th (ft) 42 13 11 191 39 7 Queue Length 95th (ft) 76 95 92 354 81 46 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 527 608 607 3247 252 3910 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.44 0.43 0.56 0.27 0.17 Intersection Summary 5.3-2 Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 341 23 145 370 142 v/c Ratio 0.75 0.05 0.07 0.24 0.05 Control Delay 46.8 6.8 7.0 0.7 8.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 46.8 6.8 7.0 0.7 8.2 Queue Length 50th (ft) 222 0 21 0 11 Queue Length 95th (ft) 285 14 36 24 25 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 1012 943 2114 1538 3126 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.34 0.02 0.07 0.24 0.05 Intersection Summary 5.3-3 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 E+P - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 34 243 241 798 19 454 v/c Ratio 0.24 0.72 0.71 0.22 0.22 0.11 Control Delay 49.3 18.4 18.1 3.8 62.5 1.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.3 18.4 18.1 3.8 62.5 1.0 Queue Length 50th (ft) 23 1 0 23 12 4 Queue Length 95th (ft) 51 77 76 84 30 24 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 547 622 621 3649 284 4111 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.39 0.39 0.22 0.07 0.11 Intersection Summary 5.3-4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 5.4: E+P CONDITIONS FREEWAY FACILITY WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year E+P Jurisdiction Caltrans Time Period Analyzed PM Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2859 7200 0.40 70.0 13.6 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.980 2859 567 7200 1900 0.40 0.30 59.4 54.8 16.0 15.0 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 2305 7200 0.32 70.0 11.0 A Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.971 3077 772 9600 1900 0.24 0.41 70.0 -8.2 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 5.4-1 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.962 3061 9600 0.32 70.0 10.9 A Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.980 3104 43 9600 2100 0.32 0.02 66.0 62.6 11.8 10.7 B Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3105 7200 0.43 70.0 14.8 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.6 12.9 12.4 2.9 B Facility Overall Results Space Mean Speed, mi/h 68.6 Density, veh/mi/ln 12.4 Average Travel Time, min 2.9 Density, pc/mi/ln 12.9 5.4-2 2000 2500 3000 3500 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 20 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/21/2019 16:55:2 01 PM -10 WB.xu5.4-3 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year E+P Jurisdiction Caltrans Time Period Analyzed PM Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3658 9600 0.38 70.0 13.1 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.952 3658 638 7200 2000 0.51 0.32 61.2 56.4 19.9 19.1 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3020 7200 0.42 70.0 14.4 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.990 3903 883 7200 2100 0.54 0.42 63.2 61.4 20.6 21.1 C Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3897 7200 0.54 69.9 18.6 C5.4-4 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.3 16.1 15.4 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.3 Density, veh/mi/ln 15.4 Average Travel Time, min 2.7 Density, pc/mi/ln 16.1 5.4-5 3000 3500 4000 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 25 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/21/2019 16:56:2 02 PM -10 EB.xu5.4-6 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year E+P Jurisdiction Caltrans Time Period Analyzed Saturday Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2450 7200 0.34 70.0 11.7 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.990 2450 392 7200 1900 0.34 0.21 59.7 55.2 13.7 12.5 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2046 7200 0.28 70.0 9.7 A Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.971 2452 406 9600 1900 0.21 0.21 70.0 -7.3 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 5.4-7 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.962 2456 9600 0.26 70.0 8.8 A Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2477 21 9600 2100 0.26 0.01 66.3 62.7 9.3 8.6 A Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2478 7200 0.34 70.0 11.8 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.7 10.7 10.4 2.9 A Facility Overall Results Space Mean Speed, mi/h 68.7 Density, veh/mi/ln 10.4 Average Travel Time, min 2.9 Density, pc/mi/ln 10.7 5.4-8 2000 2500 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/21/2019 16:58:4 03 SAT -10 WB.xu5.4-9 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year E+P Jurisdiction Caltrans Time Period Analyzed Saturday Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3054 9600 0.32 70.0 10.9 A Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.952 3054 569 7200 2000 0.42 0.28 61.1 56.6 16.7 16.0 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2460 7200 0.34 70.0 11.7 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.990 2805 345 7200 2100 0.39 0.16 64.4 62.4 14.5 14.6 B Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2815 7200 0.39 70.0 13.4 B5.4-10 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.5 12.5 12.0 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.5 Density, veh/mi/ln 12.0 Average Travel Time, min 2.7 Density, pc/mi/ln 12.5 5.4-11 2000 2500 3000 3500 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/21/2019 17:00:1 04 SAT -10 EB.xu5.4-12 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 5.5: E+P CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 E+P - Weekday PM Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph)98 51 27 1086 1002 74 Future Volume (vph)98 51 27 1086 1002 74 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 23.2 23.2 Total Split (s)32.0 32.0 18.0 88.0 70.0 70.0 Total Split (%)26.7% 26.7% 15.0% 73.3% 58.3% 58.3% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 45 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 5.5-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 E+P - Weekday PM Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 98 51 27 1086 1002 74 Future Volume (veh/h) 98 51 27 1086 1002 74 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 101 53 28 1120 1033 76 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 131 117 45 2972 2746 1225 Arrive On Green 0.07 0.07 0.03 0.84 0.77 0.77 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 101 53 28 1120 1033 76 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 6.7 3.8 1.9 9.0 11.2 1.4 Cycle Q Clear(g_c), s 6.7 3.8 1.9 9.0 11.2 1.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 131 117 45 2972 2746 1225 V/C Ratio(X) 0.77 0.45 0.62 0.38 0.38 0.06 Avail Cap(c_a), veh/h 407 362 199 2972 2746 1225 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.68 0.68 0.93 0.93 Uniform Delay (d), s/veh 54.6 53.3 57.9 2.3 4.4 3.3 Incr Delay (d2), s/veh 3.6 1.0 3.5 0.2 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 3.4 0.9 1.3 2.7 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.2 54.3 61.4 2.6 4.7 3.3 LnGrp LOS E D E A A A Approach Vol, veh/h 154 1148 1109 Approach Delay, s/veh 56.8 4.0 4.6 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 106.6 13.4 7.6 98.9 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 81.8 27.4 13.4 63.8 Max Q Clear Time (g_c+I1), s 11.0 8.7 3.9 13.2 Green Ext Time (p_c), s 8.9 0.2 0.0 8.1 Intersection Summary HCM 6th Ctrl Delay 7.7 HCM 6th LOS A 5.5-2 Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 E+P - Typical Saturday Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 108 44 43 569 717 101 Future Volume (vph) 108 44 43 569 717 101 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 28.2 28.2 Total Split (s)34.0 34.0 20.0 86.0 66.0 66.0 Total Split (%)28.3% 28.3% 16.7% 71.7% 55.0% 55.0% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 5.5-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 E+P - Typical Saturday Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 108 44 43 569 717 101 Future Volume (veh/h) 108 44 43 569 717 101 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 115 47 46 605 763 107 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 145 129 59 2944 2690 1200 Arrive On Green 0.08 0.08 0.03 0.83 0.76 0.76 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 115 47 46 605 763 107 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 7.6 3.4 3.1 4.2 8.0 2.1 Cycle Q Clear(g_c), s 7.6 3.4 3.1 4.2 8.0 2.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 145 129 59 2944 2690 1200 V/C Ratio(X) 0.79 0.36 0.78 0.21 0.28 0.09 Avail Cap(c_a), veh/h 436 388 229 2944 2690 1200 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.95 0.95 0.96 0.96 Uniform Delay (d), s/veh 54.1 52.2 57.6 2.1 4.5 3.8 Incr Delay (d2), s/veh 3.7 0.6 7.4 0.2 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 3.0 1.5 0.7 2.1 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.8 52.8 65.0 2.3 4.8 3.9 LnGrp LOS E D E A A A Approach Vol, veh/h 162 651 870 Approach Delay, s/veh 56.3 6.7 4.7 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 105.6 14.4 8.6 97.0 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 79.8 29.4 15.4 59.8 Max Q Clear Time (g_c+I1), s 6.2 9.6 5.1 10.0 Green Ext Time (p_c), s 3.9 0.2 0.0 5.5 Intersection Summary HCM 6th Ctrl Delay 10.4 HCM 6th LOS B 5.5-4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 6.1: EAP (2022, TYPICAL OPERATION) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 172 721 246 288 470 189 229 1238 198 237 1037 96 Future Volume (vph) 172 721 246 288 470 189 229 1238 198 237 1037 96 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 108.5 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 6.1-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 172 721 246 288 470 189 229 1238 198 237 1037 96 Future Volume (veh/h) 172 721 246 288 470 189 229 1238 198 237 1037 96 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 179 751 0 300 490 0 239 1290 117 247 1080 36 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 243 1056 367 1238 304 1975 613 314 1991 618 Arrive On Green 0.07 0.21 0.00 0.11 0.24 0.00 0.09 0.39 0.39 0.09 0.39 0.39 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1584 3456 5106 1584 Grp Volume(v), veh/h 179 751 0 300 490 0 239 1290 117 247 1080 36 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1584 1728 1702 1584 Q Serve(g_s), s 5.3 14.2 0.0 8.8 8.4 0.0 7.1 21.6 5.1 7.3 17.0 1.5 Cycle Q Clear(g_c), s 5.3 14.2 0.0 8.8 8.4 0.0 7.1 21.6 5.1 7.3 17.0 1.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 243 1056 367 1238 304 1975 613 314 1991 618 V/C Ratio(X)0.74 0.71 0.82 0.40 0.79 0.65 0.19 0.79 0.54 0.06 Avail Cap(c_a), veh/h 345 1559 478 1756 378 1975 613 478 1991 618 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.4 38.4 0.0 45.6 33.1 0.0 46.5 26.2 21.1 46.3 24.6 19.8 Incr Delay (d2), s/veh 2.3 0.9 0.0 6.5 0.2 0.0 6.6 1.7 0.7 2.3 1.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 5.7 0.0 3.9 3.3 0.0 3.2 8.3 1.9 3.1 6.4 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.8 39.3 0.0 52.0 33.3 0.0 53.1 27.9 21.8 48.6 25.6 20.0 LnGrp LOS D D D C D C C D C C Approach Vol, veh/h 930 A 790 A 1646 1363 Approach Delay, s/veh 41.3 40.4 31.1 29.7 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.1 46.7 15.6 27.7 13.7 47.0 11.9 31.4 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 9.3 23.6 10.8 16.2 9.1 19.0 7.3 10.4 Green Ext Time (p_c), s 0.2 7.3 0.2 4.1 0.1 6.9 0.1 3.0 Intersection Summary HCM 6th Ctrl Delay 34.3 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 6.1-2 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)59 838 231 204 621 161 212 643 208 78 415 Future Volume (vph)59 838 231 204 621 161 212 643 208 78 415 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 116.8 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 6.1-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 59 838 231 204 621 161 212 643 208 78 415 47 Future Volume (veh/h) 59 838 231 204 621 161 212 643 208 78 415 47 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 62 882 154 215 654 91 223 677 136 82 437 30 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 80 1003 440 243 1328 585 239 1184 521 104 868 59 Arrive On Green 0.04 0.28 0.28 0.14 0.37 0.37 0.13 0.33 0.33 0.06 0.26 0.26 Sat Flow, veh/h 1781 3554 1559 1781 3554 1564 1781 3554 1565 1781 3375 231 Grp Volume(v), veh/h 62 882 154 215 654 91 223 677 136 82 229 238 Grp Sat Flow(s),veh/h/ln 1781 1777 1559 1781 1777 1564 1781 1777 1565 1781 1777 1829 Q Serve(g_s), s 4.0 27.2 9.0 13.6 16.2 4.4 14.2 18.0 7.3 5.2 12.6 12.7 Cycle Q Clear(g_c), s 4.0 27.2 9.0 13.6 16.2 4.4 14.2 18.0 7.3 5.2 12.6 12.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.13 Lane Grp Cap(c), veh/h 80 1003 440 243 1328 585 239 1184 521 104 457 470 V/C Ratio(X) 0.78 0.88 0.35 0.89 0.49 0.16 0.93 0.57 0.26 0.79 0.50 0.51 Avail Cap(c_a), veh/h 112 1109 487 272 1428 629 239 1184 521 135 457 470 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.2 39.3 32.8 48.6 27.6 23.9 49.1 31.5 27.9 53.3 36.3 36.4 Incr Delay (d2), s/veh 12.7 7.8 0.5 24.0 0.3 0.1 39.5 2.0 1.2 15.4 3.9 3.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 12.3 3.3 7.4 6.5 1.6 8.7 7.6 2.8 2.7 5.7 5.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 66.9 47.1 33.3 72.7 27.8 24.0 88.7 33.5 29.1 68.7 40.2 40.2 LnGrp LOS E D C E C C F C C E D D Approach Vol, veh/h 1098 960 1036 549 Approach Delay, s/veh 46.3 37.5 44.8 44.5 Approach LOS D D D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.3 44.6 20.2 38.6 20.0 35.9 9.7 49.1 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 7.2 20.0 15.6 29.2 16.2 14.7 6.0 18.2 Green Ext Time (p_c), s 0.0 4.1 0.1 3.2 0.0 2.0 0.0 4.5 Intersection Summary HCM 6th Ctrl Delay 43.3 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-4 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 144 990 44 84 827 70 62 6 84 2 91 Future Volume (vph) 144 990 44 84 827 70 62 6 84 2 91 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 82.2 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 6.1-5 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 144 990 44 84 827 70 62 6 139 84 2 91 Future Volume (veh/h) 144 990 44 84 827 70 62 6 139 84 2 91 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 147 1010 0 86 844 69 63 6 74 86 2 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 232 1571 111 1554 684 88 17 211 195 282 Arrive On Green 0.07 0.44 0.00 0.06 0.44 0.44 0.05 0.14 0.14 0.06 0.15 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1564 1781 119 1466 3456 1870 1585 Grp Volume(v), veh/h 147 1010 0 86 844 69 63 0 80 86 2 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1564 1781 0 1585 1728 1870 1585 Q Serve(g_s), s 3.0 16.2 0.0 3.5 12.8 1.9 2.6 0.0 3.3 1.8 0.1 0.0 Cycle Q Clear(g_c), s 3.0 16.2 0.0 3.5 12.8 1.9 2.6 0.0 3.3 1.8 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.93 1.00 1.00 Lane Grp Cap(c), veh/h 232 1571 111 1554 684 88 0 228 195 282 V/C Ratio(X)0.63 0.64 0.77 0.54 0.10 0.72 0.00 0.35 0.44 0.01 Avail Cap(c_a), veh/h 708 1571 365 1554 684 365 0 788 708 930 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.2 15.9 0.0 33.8 15.2 12.1 34.3 0.0 28.2 33.4 26.4 0.0 Incr Delay (d2), s/veh 1.1 2.0 0.0 4.3 1.4 0.3 4.0 0.0 0.9 0.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 5.8 0.0 1.5 4.5 0.6 1.2 0.0 1.3 0.7 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.3 18.0 0.0 38.0 16.6 12.4 38.3 0.0 29.2 34.0 26.4 0.0 LnGrp LOS C B D B B D A C C C Approach Vol, veh/h 1157 A 999 143 88 A Approach Delay, s/veh 20.0 18.1 33.2 33.8 Approach LOS C B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.7 16.7 9.2 38.6 8.2 17.3 9.5 38.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 3.8 5.3 5.5 18.2 4.6 2.1 5.0 14.8 Green Ext Time (p_c), s 0.1 0.5 0.1 5.4 0.0 0.0 0.2 5.1 Intersection Summary HCM 6th Ctrl Delay 20.5 HCM 6th LOS C Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 6.1-6 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)1 47 382 731 246 Future Volume (vph)1 47 382 731 246 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)75.0 75.0 35.0 35.0 Total Split (%)68.2% 68.2% 31.8% 31.8% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 6.1-7 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 494 1 47 0 382 731 0 246 40 Future Volume (veh/h) 0 0 0 494 1 47 0 382 731 0 246 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 907 1900 0 1796 1826 0 1737 1737 Adj Flow Rate, veh/h 526 1 33 0 406 0 0 262 25 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %0 67 0 0 7 5 0 11 11 Cap, veh/h 535 1 998 0 947 0 1223 114 Arrive On Green 0.62 0.62 0.62 0.00 0.28 0.00 0.00 0.28 0.28 Sat Flow, veh/h 862 2 1610 0 3503 1547 0 4568 413 Grp Volume(v), veh/h 527 0 33 0 406 0 0 186 101 Grp Sat Flow(s),veh/h/ln 864 0 1610 0 1706 1547 0 1581 1663 Q Serve(g_s), s 65.4 0.0 0.9 0.0 10.7 0.0 0.0 5.0 5.1 Cycle Q Clear(g_c), s 65.4 0.0 0.9 0.0 10.7 0.0 0.0 5.0 5.1 Prop In Lane 1.00 1.00 0.00 1.00 0.00 0.25 Lane Grp Cap(c), veh/h 536 0 998 0 947 0 877 461 V/C Ratio(X)0.98 0.00 0.03 0.00 0.43 0.00 0.21 0.22 Avail Cap(c_a), veh/h 547 0 1020 0 947 0 877 461 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 20.4 0.0 8.1 0.0 32.6 0.0 0.0 30.5 30.6 Incr Delay (d2), s/veh 34.0 0.0 0.0 0.0 1.4 0.0 0.0 0.6 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 16.0 0.0 0.3 0.0 4.3 0.0 0.0 1.9 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.4 0.0 8.1 0.0 34.0 0.0 0.0 31.1 31.7 LnGrp LOS D A A A C A C C Approach Vol, veh/h 560 406 A 287 Approach Delay, s/veh 51.6 34.0 31.3 Approach LOS D C C Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 36.5 36.5 73.5 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 29.0 29.0 69.7 Max Q Clear Time (g_c+I1), s 12.7 7.1 67.4 Green Ext Time (p_c), s 1.3 0.9 0.8 Intersection Summary HCM 6th Ctrl Delay 41.3 HCM 6th LOS D Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 6.1-8 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph)62 2 528 1051 69 670 Future Volume (vph)62 2 528 1051 69 670 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 6.1-9 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 62 2 528 0 0 0 0 1051 781 69 670 0 Future Volume (veh/h) 62 2 528 0 0 0 0 1051 781 69 670 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1900 1752 0 1811 1811 1426 1811 0 Adj Flow Rate, veh/h 65 0 264 0 1106 771 73 705 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 8 0 10 0 6 6 32 6 0 Cap, veh/h 191 0 334 0 2234 1040 87 3879 0 Arrive On Green 0.11 0.00 0.11 0.00 0.68 0.68 0.06 0.78 0.00 Sat Flow, veh/h 1697 0 2969 0 3459 1535 1358 5107 0 Grp Volume(v), veh/h 65 0 264 0 1106 771 73 705 0 Grp Sat Flow(s),veh/h/ln 1697 0 1485 0 1648 1535 1358 1648 0 Q Serve(g_s), s 3.9 0.0 9.5 0.0 17.9 35.8 5.8 3.9 0.0 Cycle Q Clear(g_c), s 3.9 0.0 9.5 0.0 17.9 35.8 5.8 3.9 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 191 0 334 0 2234 1040 87 3879 0 V/C Ratio(X)0.34 0.00 0.79 0.00 0.50 0.74 0.84 0.18 0.00 Avail Cap(c_a), veh/h 535 0 937 0 2234 1040 251 3879 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.70 0.70 1.00 1.00 0.00 Uniform Delay (d), s/veh 45.0 0.0 47.5 0.0 8.6 11.5 50.9 3.0 0.0 Incr Delay (d2), s/veh 0.8 0.0 3.1 0.0 0.6 3.4 7.8 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 0.0 3.6 0.0 5.0 10.0 2.1 0.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 45.8 0.0 50.7 0.0 9.1 14.8 58.7 3.1 0.0 LnGrp LOS D A D A A B E A A Approach Vol, veh/h 329 1877 778 Approach Delay, s/veh 49.7 11.5 8.3 Approach LOS D B A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 11.8 80.6 17.7 92.3 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 7.8 37.8 11.5 5.9 Green Ext Time (p_c), s 0.1 0.9 0.9 2.8 Intersection Summary HCM 6th Ctrl Delay 14.9 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-10 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 488 267 105 52 189 160 190 1128 27 194 786 176 Future Volume (vph) 488 267 105 52 189 160 190 1128 27 194 786 176 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)22.0 51.0 12.4 41.4 41.4 13.0 43.8 43.8 12.8 43.6 43.6 Total Split (%)18.3% 42.5% 10.3% 34.5% 34.5% 10.8% 36.5% 36.5% 10.7% 36.3% 36.3% Yellow Time (s)3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 99.5 Natural Cycle: 115 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 6.1-11 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 488 267 105 52 189 160 190 1128 27 194 786 176 Future Volume (veh/h) 488 267 105 52 189 160 190 1128 27 194 786 176 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 514 281 0 55 199 76 200 1187 15 204 827 107 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 589 863 143 392 173 272 2103 653 276 2108 652 Arrive On Green 0.17 0.24 0.00 0.04 0.11 0.11 0.08 0.41 0.41 0.08 0.41 0.41 Sat Flow, veh/h 3456 3554 1585 3456 3554 1563 3456 5106 1585 3456 5106 1578 Grp Volume(v), veh/h 514 281 0 55 199 76 200 1187 15 204 827 107 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1563 1728 1702 1585 1728 1702 1578 Q Serve(g_s), s 13.1 5.9 0.0 1.4 4.8 4.1 5.1 16.1 0.5 5.2 10.3 3.9 Cycle Q Clear(g_c), s 13.1 5.9 0.0 1.4 4.8 4.1 5.1 16.1 0.5 5.2 10.3 3.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 589 863 143 392 173 272 2103 653 276 2108 652 V/C Ratio(X)0.87 0.33 0.38 0.51 0.44 0.73 0.56 0.02 0.74 0.39 0.16 Avail Cap(c_a), veh/h 668 1789 313 1412 621 336 2103 653 328 2108 652 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.6 28.2 0.0 42.3 38.0 37.7 40.8 20.4 15.8 40.7 18.6 16.7 Incr Delay (d2), s/veh 10.2 0.2 0.0 0.6 1.0 1.8 4.5 1.1 0.1 5.4 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.1 2.4 0.0 0.6 2.1 1.6 2.2 5.8 0.2 2.3 3.6 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.8 28.4 0.0 42.9 39.0 39.4 45.3 21.5 15.9 46.1 19.2 17.3 LnGrp LOS D C D D D D C B D B B Approach Vol, veh/h 795 A 330 1402 1138 Approach Delay, s/veh 40.3 39.7 24.9 23.8 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.4 43.8 7.9 27.4 11.3 43.9 19.9 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 8.6 37.3 * 8.2 45.6 * 8.8 37.1 17.5 36.0 Max Q Clear Time (g_c+I1), s 7.2 18.1 3.4 7.9 7.1 12.3 15.1 6.8 Green Ext Time (p_c), s 0.0 7.3 0.0 1.8 0.1 5.6 0.3 1.4 Intersection Summary HCM 6th Ctrl Delay 29.2 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 6.1-12 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 267 292 167 47 203 56 114 1035 51 914 177 Future Volume (vph) 267 292 167 47 203 56 114 1035 51 914 177 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.5 37.5 9.6 42.5 42.5 9.6 42.5 9.6 37.5 37.5 Total Split (s)10.4 43.3 43.3 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.9% 41.2% 41.2% 9.1% 40.5% 40.5% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 84.9 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 6.1-13 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 267 292 167 47 203 56 114 1035 76 51 914 177 Future Volume (veh/h) 267 292 167 47 203 56 114 1035 76 51 914 177 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 275 301 90 48 209 30 118 1067 62 53 942 116 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 253 588 262 142 475 208 202 1602 93 150 2321 719 Arrive On Green 0.07 0.17 0.17 0.04 0.13 0.13 0.06 0.47 0.47 0.04 0.45 0.45 Sat Flow, veh/h 3456 3554 1579 3456 3554 1558 3456 3413 198 3456 5106 1583 Grp Volume(v), veh/h 275 301 90 48 209 30 118 555 574 53 942 116 Grp Sat Flow(s),veh/h/ln 1728 1777 1579 1728 1777 1558 1728 1777 1835 1728 1702 1583 Q Serve(g_s), s 5.8 6.1 4.0 1.1 4.3 1.3 2.6 19.1 19.1 1.2 9.8 3.4 Cycle Q Clear(g_c), s 5.8 6.1 4.0 1.1 4.3 1.3 2.6 19.1 19.1 1.2 9.8 3.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.11 1.00 1.00 Lane Grp Cap(c), veh/h 253 588 262 142 475 208 202 834 861 150 2321 719 V/C Ratio(X) 1.09 0.51 0.34 0.34 0.44 0.14 0.58 0.67 0.67 0.35 0.41 0.16 Avail Cap(c_a), veh/h 253 1651 734 218 1615 708 218 834 861 218 2321 719 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.7 30.1 29.2 36.9 31.6 30.3 36.4 16.2 16.2 36.8 14.4 12.7 Incr Delay (d2), s/veh 81.6 0.7 0.8 0.5 0.6 0.3 1.9 4.2 4.1 0.5 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.1 2.4 1.4 0.4 1.7 0.5 1.1 7.2 7.4 0.5 3.2 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 118.3 30.8 30.0 37.4 32.2 30.6 38.3 20.4 20.3 37.3 15.0 13.2 LnGrp LOS F C C D C C D C C D B B Approach Vol, veh/h 666 287 1247 1111 Approach Delay, s/veh 66.8 32.9 22.0 15.9 Approach LOS E C C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.0 43.7 7.9 19.6 9.2 42.5 10.4 17.1 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.8 36.0 Max Q Clear Time (g_c+I1), s 3.2 21.1 3.1 8.1 4.6 11.8 7.8 6.3 Green Ext Time (p_c), s 0.0 5.6 0.0 1.9 0.0 6.4 0.0 1.2 Intersection Summary HCM 6th Ctrl Delay 29.9 HCM 6th LOS C 6.1-14 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 14.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 101 53 27 1152 1063 76 Future Vol, veh/h 101 53 27 1152 1063 76 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 104 55 28 1188 1096 78 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1746 548 1174 0 - 0 Stage 1 1096 - - - - - Stage 2 650 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 77 480 591 - - - Stage 1 282 - - - - - Stage 2 481 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 73 480 591 - - - Mov Cap-2 Maneuver ~ 73 - - - - - Stage 1 269 - - - - - Stage 2 481 - - - - - Approach EB NB SB HCM Control Delay, s 235.8 0.3 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)591 - 73 480 - - HCM Lane V/C Ratio 0.047 - 1.426 0.114 - - HCM Control Delay (s) 11.4 -$ 352.4 13.5 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0.1 - 8.5 0.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 6.1-15 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 172 757 239 150 547 146 290 958 181 262 883 153 Future Volume (vph) 172 757 239 150 547 146 290 958 181 262 883 153 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 113.3 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 6.1-16 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 172 757 239 150 547 146 290 958 181 262 883 153 Future Volume (veh/h) 172 757 239 150 547 146 290 958 181 262 883 153 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 181 797 168 158 576 94 305 1008 135 276 929 94 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 243 964 422 218 939 412 366 1308 576 336 1278 569 Arrive On Green 0.07 0.27 0.27 0.06 0.26 0.26 0.11 0.37 0.37 0.10 0.36 0.36 Sat Flow, veh/h 3456 3554 1556 3456 3554 1558 3456 3554 1564 3456 3554 1581 Grp Volume(v), veh/h 181 797 168 158 576 94 305 1008 135 276 929 94 Grp Sat Flow(s),veh/h/ln 1728 1777 1556 1728 1777 1558 1728 1777 1564 1728 1777 1581 Q Serve(g_s), s 5.6 22.9 9.6 4.9 15.5 5.1 9.4 27.2 6.5 8.5 24.7 4.4 Cycle Q Clear(g_c), s 5.6 22.9 9.6 4.9 15.5 5.1 9.4 27.2 6.5 8.5 24.7 4.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 243 964 422 218 939 412 366 1308 576 336 1278 569 V/C Ratio(X) 0.75 0.83 0.40 0.72 0.61 0.23 0.83 0.77 0.23 0.82 0.73 0.17 Avail Cap(c_a), veh/h 330 1233 540 282 1184 519 412 1308 576 368 1278 569 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.7 37.3 32.4 50.1 35.2 31.4 47.8 30.3 23.8 48.2 30.2 23.7 Incr Delay (d2), s/veh 3.6 3.8 0.6 4.0 0.7 0.3 11.2 4.4 1.0 11.6 3.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 9.9 3.5 2.2 6.4 1.9 4.5 11.6 2.4 4.0 10.3 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.3 41.1 33.0 54.1 35.8 31.7 58.9 34.8 24.7 59.8 33.9 24.4 LnGrp LOS D D C D D C E C C E C C Approach Vol, veh/h 1146 828 1448 1299 Approach Delay, s/veh 41.8 38.8 38.9 38.7 Approach LOS D D D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 15.2 46.5 11.5 35.7 16.1 45.6 12.2 35.0 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 10.5 29.2 6.9 24.9 11.4 26.7 7.6 17.5 Green Ext Time (p_c), s 0.1 5.0 0.0 4.5 0.1 4.6 0.1 3.5 Intersection Summary HCM 6th Ctrl Delay 39.6 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-17 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 229 440 201 353 162 146 1005 293 165 867 198 Future Volume (vph) 229 440 201 353 162 146 1005 293 165 867 198 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 102.2 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 6.1-18 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 229 440 136 201 353 162 146 1005 293 165 867 198 Future Volume (veh/h) 229 440 136 201 353 162 146 1005 293 165 867 198 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 252 484 134 221 388 138 160 1104 236 181 953 149 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 326 620 170 295 771 339 232 1379 606 254 1402 617 Arrive On Green 0.09 0.23 0.23 0.09 0.22 0.22 0.07 0.39 0.39 0.07 0.39 0.39 Sat Flow, veh/h 3456 2744 754 3456 3554 1562 3456 3554 1562 3456 3554 1564 Grp Volume(v), veh/h 252 312 306 221 388 138 160 1104 236 181 953 149 Grp Sat Flow(s),veh/h/ln 1728 1777 1722 1728 1777 1562 1728 1777 1562 1728 1777 1564 Q Serve(g_s), s 6.6 15.4 15.6 5.8 9.0 7.1 4.2 25.7 10.2 4.8 20.7 5.9 Cycle Q Clear(g_c), s 6.6 15.4 15.6 5.8 9.0 7.1 4.2 25.7 10.2 4.8 20.7 5.9 Prop In Lane 1.00 0.44 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 326 401 389 295 771 339 232 1379 606 254 1402 617 V/C Ratio(X) 0.77 0.78 0.79 0.75 0.50 0.41 0.69 0.80 0.39 0.71 0.68 0.24 Avail Cap(c_a), veh/h 467 712 690 467 1425 626 467 1379 606 467 1402 617 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.3 33.9 34.0 41.7 32.1 31.4 42.6 25.3 20.6 42.3 23.4 18.9 Incr Delay (d2), s/veh 2.8 3.3 3.6 1.4 0.5 0.8 1.4 5.0 1.9 1.4 2.7 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 6.6 6.5 2.4 3.7 2.6 1.8 10.6 3.7 2.0 8.3 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.1 37.2 37.5 43.1 32.6 32.2 44.0 30.3 22.5 43.7 26.0 19.8 LnGrp LOS D D D D C C D C C D C B Approach Vol, veh/h 870 747 1500 1283 Approach Delay, s/veh 39.3 35.6 30.5 27.8 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.5 42.4 12.6 26.9 10.9 43.0 13.4 26.0 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 6.8 27.7 7.8 17.6 6.2 22.7 8.6 11.0 Green Ext Time (p_c), s 0.1 4.8 0.2 3.3 0.1 5.4 0.2 2.8 Intersection Summary HCM 6th Ctrl Delay 32.3 HCM 6th LOS C 6.1-19 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)45 1021 83 64 639 66 67 114 92 67 103 39 Future Volume (vph)45 1021 83 64 639 66 67 114 92 67 103 39 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 85 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 6.1-20 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 1021 83 64 639 66 67 114 92 67 103 39 Future Volume (veh/h) 45 1021 83 64 639 66 67 114 92 67 103 39 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 47 1064 60 67 666 48 70 119 38 70 107 29 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 74 1724 769 89 1754 772 90 466 205 90 466 208 Arrive On Green 0.04 0.49 0.49 0.05 0.49 0.49 0.05 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1585 1781 3554 1564 1781 3554 1563 1781 3554 1585 Grp Volume(v), veh/h 47 1064 60 67 666 48 70 119 38 70 107 29 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1564 1781 1777 1563 1781 1777 1585 Q Serve(g_s), s 2.0 16.8 1.5 2.8 8.9 1.2 3.0 2.3 1.7 3.0 2.1 1.2 Cycle Q Clear(g_c), s 2.0 16.8 1.5 2.8 8.9 1.2 3.0 2.3 1.7 3.0 2.1 1.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 74 1724 769 89 1754 772 90 466 205 90 466 208 V/C Ratio(X) 0.64 0.62 0.08 0.76 0.38 0.06 0.78 0.26 0.19 0.78 0.23 0.14 Avail Cap(c_a), veh/h 257 1724 769 257 1754 772 257 1836 808 257 1836 819 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.0 14.4 10.5 35.8 12.0 10.1 35.8 29.8 29.5 35.8 29.7 29.3 Incr Delay (d2), s/veh 3.4 1.7 0.2 4.9 0.6 0.2 5.2 0.3 0.4 5.2 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 5.8 0.5 1.3 3.0 0.4 1.3 0.9 0.6 1.3 0.8 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.4 16.1 10.7 40.6 12.7 10.2 41.0 30.1 29.9 41.0 29.9 29.6 LnGrp LOS D B B D B B D C C D C C Approach Vol, veh/h 1171 781 227 206 Approach Delay, s/veh 16.7 14.9 33.4 33.7 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.5 16.2 8.4 43.2 8.5 16.2 7.8 43.8 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 5.0 4.3 4.8 18.8 5.0 4.1 4.0 10.9 Green Ext Time (p_c), s 0.0 0.8 0.0 6.7 0.0 0.7 0.0 4.3 Intersection Summary HCM 6th Ctrl Delay 19.2 HCM 6th LOS B 6.1-21 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)31 956 90 56 651 168 71 155 97 224 155 24 Future Volume (vph)31 956 90 56 651 168 71 155 97 224 155 24 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 82.4 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 6.1-22 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 956 90 56 651 168 71 155 97 224 155 24 Future Volume (veh/h) 31 956 90 56 651 168 71 155 97 224 155 24 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 32 986 68 58 671 115 73 160 36 231 160 14 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 57 1684 751 81 1732 761 369 942 414 363 942 415 Arrive On Green 0.03 0.47 0.47 0.05 0.49 0.49 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, veh/h 1781 3554 1585 1781 3554 1562 1211 3554 1563 1187 3554 1565 Grp Volume(v), veh/h 32 986 68 58 671 115 73 160 36 231 160 14 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1562 1211 1777 1563 1187 1777 1565 Q Serve(g_s), s 1.4 16.2 1.9 2.6 9.6 3.3 4.0 2.8 1.4 14.9 2.8 0.5 Cycle Q Clear(g_c), s 1.4 16.2 1.9 2.6 9.6 3.3 6.7 2.8 1.4 17.7 2.8 0.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 57 1684 751 81 1732 761 369 942 414 363 942 415 V/C Ratio(X) 0.57 0.59 0.09 0.72 0.39 0.15 0.20 0.17 0.09 0.64 0.17 0.03 Avail Cap(c_a), veh/h 613 1684 751 613 1732 761 608 1645 724 598 1645 724 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.3 15.3 11.6 37.8 13.0 11.4 25.3 22.7 22.2 29.5 22.7 21.9 Incr Delay (d2), s/veh 3.3 1.5 0.2 4.5 0.7 0.4 0.3 0.1 0.1 1.9 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 5.7 0.6 1.1 3.3 1.0 1.0 1.0 0.5 4.0 1.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.5 16.8 11.8 42.2 13.6 11.8 25.5 22.8 22.3 31.3 22.8 21.9 LnGrp LOS D B B D B B C C C C C C Approach Vol, veh/h 1086 844 269 405 Approach Delay, s/veh 17.3 15.3 23.4 27.6 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 27.7 8.2 44.2 27.7 7.1 45.3 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 8.7 4.6 18.2 19.7 3.4 11.6 Green Ext Time (p_c), s 1.2 0.1 6.4 1.5 0.0 4.6 Intersection Summary HCM 6th Ctrl Delay 18.9 HCM 6th LOS B 6.1-23 Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 105 421 131 326 301 167 143 1034 106 176 1212 40 Future Volume (vph) 105 421 131 326 301 167 143 1034 106 176 1212 40 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 100.3 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 6.1-24 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 105 421 131 326 301 167 143 1034 106 176 1212 40 Future Volume (veh/h) 105 421 131 326 301 167 143 1034 106 176 1212 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 106 425 0 329 304 0 144 1044 40 178 1224 20 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 176 712 405 1052 214 2206 684 253 2263 702 Arrive On Green 0.05 0.14 0.00 0.12 0.21 0.00 0.06 0.43 0.43 0.07 0.44 0.44 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1583 3456 5106 1584 Grp Volume(v), veh/h 106 425 0 329 304 0 144 1044 40 178 1224 20 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1583 1728 1702 1584 Q Serve(g_s), s 2.8 7.2 0.0 8.5 4.6 0.0 3.7 13.4 1.3 4.6 16.1 0.7 Cycle Q Clear(g_c), s 2.8 7.2 0.0 8.5 4.6 0.0 3.7 13.4 1.3 4.6 16.1 0.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 176 712 405 1052 214 2206 684 253 2263 702 V/C Ratio(X)0.60 0.60 0.81 0.29 0.67 0.47 0.06 0.70 0.54 0.03 Avail Cap(c_a), veh/h 392 1772 543 1995 430 2206 684 543 2263 702 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.6 37.0 0.0 39.4 30.7 0.0 42.1 18.6 15.2 41.5 18.7 14.4 Incr Delay (d2), s/veh 1.2 0.8 0.0 5.0 0.2 0.0 1.4 0.7 0.2 1.3 0.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 2.9 0.0 3.7 1.8 0.0 1.5 4.8 0.5 1.9 5.6 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.8 37.8 0.0 44.4 30.9 0.0 43.4 19.3 15.3 42.8 19.6 14.5 LnGrp LOS D D D C D B B D B B Approach Vol, veh/h 531 A 633 A 1228 1422 Approach Delay, s/veh 39.0 37.9 22.0 22.4 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.3 46.0 15.4 19.0 10.3 47.0 9.3 25.1 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 6.6 15.4 10.5 9.2 5.7 18.1 4.8 6.6 Green Ext Time (p_c), s 0.2 7.0 0.2 2.5 0.1 8.1 0.1 1.8 Intersection Summary HCM 6th Ctrl Delay 27.2 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 6.1-25 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)29 569 141 159 495 81 146 318 158 72 289 Future Volume (vph)29 569 141 159 495 81 146 318 158 72 289 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 103.4 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 6.1-26 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 569 141 159 495 81 146 318 158 72 289 28 Future Volume (veh/h) 29 569 141 159 495 81 146 318 158 72 289 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 31 612 81 171 532 60 157 342 89 77 311 14 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 52 800 354 204 1103 484 189 1344 599 99 1133 51 Arrive On Green 0.03 0.23 0.23 0.11 0.31 0.31 0.11 0.38 0.38 0.06 0.33 0.33 Sat Flow, veh/h 1781 3554 1572 1781 3554 1559 1781 3554 1583 1781 3461 155 Grp Volume(v), veh/h 31 612 81 171 532 60 157 342 89 77 159 166 Grp Sat Flow(s),veh/h/ln 1781 1777 1572 1781 1777 1559 1781 1777 1583 1781 1777 1840 Q Serve(g_s), s 1.7 15.5 4.1 9.0 11.7 2.7 8.3 6.4 3.6 4.1 6.4 6.4 Cycle Q Clear(g_c), s 1.7 15.5 4.1 9.0 11.7 2.7 8.3 6.4 3.6 4.1 6.4 6.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.08 Lane Grp Cap(c), veh/h 52 800 354 204 1103 484 189 1344 599 99 582 602 V/C Ratio(X) 0.59 0.77 0.23 0.84 0.48 0.12 0.83 0.25 0.15 0.78 0.27 0.28 Avail Cap(c_a), veh/h 133 1322 585 324 1702 747 285 1344 599 161 582 602 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.1 34.9 30.5 41.7 26.9 23.8 42.1 20.6 19.7 44.9 23.9 23.9 Incr Delay (d2), s/veh 4.0 1.6 0.3 5.5 0.3 0.1 7.3 0.5 0.5 4.9 1.2 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 6.4 1.5 4.1 4.6 0.9 3.8 2.5 1.3 1.8 2.6 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.1 36.5 30.8 47.2 27.2 23.9 49.4 21.0 20.2 49.8 25.1 25.1 LnGrp LOS D D C D C C D C C D C C Approach Vol, veh/h 724 763 588 402 Approach Delay, s/veh 36.4 31.5 28.5 29.8 Approach LOS D C C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.9 42.8 15.6 27.9 14.8 37.9 7.4 36.1 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 6.1 8.4 11.0 17.5 10.3 8.4 3.7 13.7 Green Ext Time (p_c), s 0.0 2.3 0.1 3.7 0.1 1.5 0.0 3.5 Intersection Summary HCM 6th Ctrl Delay 31.9 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-27 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 168 584 57 118 596 103 63 8 95 4 44 Future Volume (vph) 168 584 57 118 596 103 63 8 95 4 44 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 80.4 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 6.1-28 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 168 584 57 118 596 103 63 8 73 95 4 44 Future Volume (veh/h) 168 584 57 118 596 103 63 8 73 95 4 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 170 590 0 119 602 97 64 8 34 96 4 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 256 1471 152 1511 668 86 50 215 195 324 Arrive On Green 0.07 0.41 0.00 0.09 0.43 0.43 0.05 0.16 0.16 0.06 0.17 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1571 1781 306 1301 3456 1870 1585 Grp Volume(v), veh/h 170 590 0 119 602 97 64 0 42 96 4 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1571 1781 0 1608 1728 1870 1585 Q Serve(g_s), s 3.7 9.0 0.0 5.1 9.1 2.9 2.7 0.0 1.7 2.1 0.1 0.0 Cycle Q Clear(g_c), s 3.7 9.0 0.0 5.1 9.1 2.9 2.7 0.0 1.7 2.1 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.81 1.00 1.00 Lane Grp Cap(c), veh/h 256 1471 152 1511 668 86 0 265 195 324 V/C Ratio(X)0.66 0.40 0.78 0.40 0.15 0.74 0.00 0.16 0.49 0.01 Avail Cap(c_a), veh/h 671 1471 346 1511 668 346 0 757 671 881 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.8 15.9 0.0 34.7 15.4 13.6 36.3 0.0 27.7 35.4 26.5 0.0 Incr Delay (d2), s/veh 1.1 0.8 0.0 3.4 0.8 0.5 4.7 0.0 0.3 0.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 3.3 0.0 2.2 3.3 1.0 1.3 0.0 0.7 0.9 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.0 16.7 0.0 38.0 16.2 14.1 41.0 0.0 28.0 36.1 26.5 0.0 LnGrp LOS D B D B B D A C D C Approach Vol, veh/h 760 A 818 106 100 A Approach Delay, s/veh 21.0 19.1 35.8 35.7 Approach LOS C B D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.0 18.9 11.2 38.2 8.3 19.6 10.3 39.1 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 4.1 3.7 7.1 11.0 4.7 2.1 5.7 11.1 Green Ext Time (p_c), s 0.1 0.2 0.1 3.4 0.0 0.0 0.2 3.8 Intersection Summary HCM 6th Ctrl Delay 21.8 HCM 6th LOS C Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 6.1-29 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)3 24 150 383 130 Future Volume (vph)3 24 150 383 130 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)57.0 57.0 53.0 53.0 Total Split (%)51.8% 51.8% 48.2% 48.2% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 6.1-30 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 350 3 24 0 150 383 0 130 17 Future Volume (veh/h) 0 0 0 350 3 24 0 150 383 0 130 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1530 1870 0 1781 1826 0 1856 1856 Adj Flow Rate, veh/h 357 3 9 0 153 0 0 133 9 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 25 2 0 8 5 0 3 3 Cap, veh/h 397 3 436 0 2106 0 3015 200 Arrive On Green 0.28 0.28 0.28 0.00 0.62 0.00 0.00 0.62 0.62 Sat Flow, veh/h 1445 12 1585 0 3474 1547 0 5013 321 Grp Volume(v), veh/h 360 0 9 0 153 0 0 92 50 Grp Sat Flow(s),veh/h/ln 1457 0 1585 0 1692 1547 0 1689 1790 Q Serve(g_s), s 26.2 0.0 0.5 0.0 2.0 0.0 0.0 1.2 1.2 Cycle Q Clear(g_c), s 26.2 0.0 0.5 0.0 2.0 0.0 0.0 1.2 1.2 Prop In Lane 0.99 1.00 0.00 1.00 0.00 0.18 Lane Grp Cap(c), veh/h 401 0 436 0 2106 0 2101 1114 V/C Ratio(X)0.90 0.00 0.02 0.00 0.07 0.00 0.04 0.05 Avail Cap(c_a), veh/h 685 0 745 0 2106 0 2101 1114 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 38.4 0.0 29.1 0.0 8.2 0.0 0.0 8.1 8.1 Incr Delay (d2), s/veh 8.6 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.8 0.0 0.2 0.0 0.6 0.0 0.0 0.4 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.0 0.0 29.1 0.0 8.3 0.0 0.0 8.1 8.2 LnGrp LOS D A C A A A A A Approach Vol, veh/h 369 153 A 142 Approach Delay, s/veh 46.5 8.3 8.1 Approach LOS D A A Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 74.4 74.4 35.6 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 47.0 47.0 51.7 Max Q Clear Time (g_c+I1), s 4.0 3.2 28.2 Green Ext Time (p_c), s 0.5 0.4 2.1 Intersection Summary HCM 6th Ctrl Delay 29.5 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 6.1-31 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph)35 1 490 498 19 460 Future Volume (vph)35 1 490 498 19 460 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 6.1-32 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 1 490 0 0 0 0 498 311 19 460 0 Future Volume (veh/h) 35 1 490 0 0 0 0 498 311 19 460 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1841 1900 1811 0 1811 1811 1648 1856 0 Adj Flow Rate, veh/h 36 0 270 0 519 304 20 479 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 0 6 0 6 6 17 3 0 Cap, veh/h 195 0 342 0 2381 1109 33 3981 0 Arrive On Green 0.11 0.00 0.11 0.00 0.72 0.72 0.02 0.79 0.00 Sat Flow, veh/h 1753 0 3070 0 3459 1535 1570 5233 0 Grp Volume(v), veh/h 36 0 270 0 519 304 20 479 0 Grp Sat Flow(s),veh/h/ln 1753 0 1535 0 1648 1535 1570 1689 0 Q Serve(g_s), s 2.0 0.0 9.4 0.0 5.7 7.5 1.4 2.5 0.0 Cycle Q Clear(g_c), s 2.0 0.0 9.4 0.0 5.7 7.5 1.4 2.5 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 195 0 342 0 2381 1109 33 3981 0 V/C Ratio(X)0.18 0.00 0.79 0.00 0.22 0.27 0.61 0.12 0.00 Avail Cap(c_a), veh/h 553 0 968 0 2381 1109 290 3981 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.96 0.96 1.00 1.00 0.00 Uniform Delay (d), s/veh 44.3 0.0 47.6 0.0 5.0 5.3 53.4 2.8 0.0 Incr Delay (d2), s/veh 0.3 0.0 3.1 0.0 0.2 0.6 6.8 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 3.6 0.0 1.5 1.9 0.6 0.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.7 0.0 50.7 0.0 5.2 5.9 60.2 2.8 0.0 LnGrp LOS D A D A A A E A A Approach Vol, veh/h 306 823 499 Approach Delay, s/veh 50.0 5.5 5.1 Approach LOS D A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 7.0 85.5 17.5 92.5 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 3.4 9.5 11.4 4.5 Green Ext Time (p_c), s 0.0 3.1 0.8 1.8 Intersection Summary HCM 6th Ctrl Delay 13.7 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-33 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 179 177 111 55 195 83 193 548 31 163 659 103 Future Volume (vph) 179 177 111 55 195 83 193 548 31 163 659 103 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)11.0 51.0 12.4 52.4 52.4 13.0 43.8 43.8 12.8 43.6 43.6 Total Split (%)9.2% 42.5% 10.3% 43.7% 43.7% 10.8% 36.5% 36.5% 10.7% 36.3% 36.3% Yellow Time (s) 3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 88.4 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 6.1-34 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 179 177 111 55 195 83 193 548 31 163 659 103 Future Volume (veh/h) 179 177 111 55 195 83 193 548 31 163 659 103 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 188 186 0 58 205 31 203 577 19 172 694 65 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 266 568 156 441 197 284 2401 745 251 2353 730 Arrive On Green 0.08 0.16 0.00 0.05 0.12 0.12 0.08 0.47 0.47 0.07 0.46 0.46 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 5106 1585 3456 5106 1584 Grp Volume(v), veh/h 188 186 0 58 205 31 203 577 19 172 694 65 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1702 1585 1728 1702 1584 Q Serve(g_s), s 4.3 3.7 0.0 1.3 4.3 1.4 4.6 5.4 0.5 3.9 6.8 1.9 Cycle Q Clear(g_c), s 4.3 3.7 0.0 1.3 4.3 1.4 4.6 5.4 0.5 3.9 6.8 1.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 266 568 156 441 197 284 2401 745 251 2353 730 V/C Ratio(X)0.71 0.33 0.37 0.46 0.16 0.71 0.24 0.03 0.68 0.29 0.09 Avail Cap(c_a), veh/h 279 2013 352 2075 925 378 2401 745 369 2353 730 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.3 30.0 0.0 37.3 32.8 31.5 36.0 12.7 11.4 36.4 13.5 12.2 Incr Delay (d2), s/veh 6.3 0.3 0.0 0.5 0.8 0.4 2.3 0.2 0.1 1.2 0.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 1.5 0.0 0.5 1.8 0.5 1.9 1.8 0.2 1.6 2.2 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.5 30.3 0.0 37.9 33.5 31.9 38.4 13.0 11.5 37.7 13.9 12.4 LnGrp LOS D C D C C D B B D B B Approach Vol, veh/h 374 A 294 799 931 Approach Delay, s/veh 36.5 34.2 19.4 18.2 Approach LOS D C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.1 44.4 7.8 18.3 10.8 43.6 10.7 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 8.6 37.3 * 8.2 45.6 * 8.8 37.1 6.5 47.0 Max Q Clear Time (g_c+I1), s 5.9 7.4 3.3 5.7 6.6 8.8 6.3 6.3 Green Ext Time (p_c), s 0.1 3.6 0.0 1.1 0.1 4.6 0.0 1.4 Intersection Summary HCM 6th Ctrl Delay 23.4 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 6.1-35 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 128 141 105 50 155 53 113 567 53 693 148 Future Volume (vph) 128 141 105 50 155 53 113 567 53 693 148 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.5 37.5 9.6 42.5 42.5 9.6 42.5 9.6 37.5 37.5 Total Split (s)10.4 43.3 43.3 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.9% 41.2% 41.2% 9.1% 40.5% 40.5% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 84.2 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 6.1-36 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 128 141 105 50 155 53 113 567 45 53 693 148 Future Volume (veh/h) 128 141 105 50 155 53 113 567 45 53 693 148 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 136 150 111 53 165 3 120 603 34 56 737 113 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 211 519 232 152 458 204 206 1637 92 156 2370 735 Arrive On Green 0.06 0.15 0.15 0.04 0.13 0.13 0.06 0.48 0.48 0.05 0.46 0.46 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3420 193 3456 5106 1584 Grp Volume(v), veh/h 136 150 111 53 165 3 120 313 324 56 737 113 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1777 1836 1728 1702 1584 Q Serve(g_s), s 3.0 2.9 5.0 1.2 3.3 0.1 2.6 8.6 8.7 1.2 7.0 3.2 Cycle Q Clear(g_c), s 3.0 2.9 5.0 1.2 3.3 0.1 2.6 8.6 8.7 1.2 7.0 3.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 211 519 232 152 458 204 206 850 879 156 2370 735 V/C Ratio(X) 0.64 0.29 0.48 0.35 0.36 0.01 0.58 0.37 0.37 0.36 0.31 0.15 Avail Cap(c_a), veh/h 258 1686 752 223 1650 736 223 850 879 223 2370 735 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 29.5 30.4 36.0 30.9 29.5 35.5 12.8 12.8 35.9 13.0 12.0 Incr Delay (d2), s/veh 2.0 0.3 1.5 0.5 0.5 0.0 1.8 1.2 1.2 0.5 0.3 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 1.1 1.8 0.5 1.3 0.0 1.1 3.0 3.1 0.5 2.2 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.6 29.8 31.9 36.5 31.3 29.5 37.4 14.0 14.0 36.5 13.4 12.4 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 397 221 757 906 Approach Delay, s/veh 33.1 32.5 17.7 14.7 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.1 43.6 8.0 17.8 9.2 42.5 9.3 16.5 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.8 36.0 Max Q Clear Time (g_c+I1), s 3.2 10.7 3.2 7.0 4.6 9.0 5.0 5.3 Green Ext Time (p_c), s 0.0 3.3 0.0 1.1 0.0 5.0 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 20.6 HCM 6th LOS C 6.1-37 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 5.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 111 45 43 603 760 103 Future Vol, veh/h 111 45 43 603 760 103 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 118 48 46 641 809 110 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1222 405 919 0 - 0 Stage 1 809 - - - - - Stage 2 413 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 172 595 738 - - - Stage 1 398 - - - - - Stage 2 636 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 161 595 738 - - - Mov Cap-2 Maneuver 161 - - - - - Stage 1 373 - - - - - Stage 2 636 - - - - - Approach EB NB SB HCM Control Delay, s 54.7 0.7 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)738 - 161 595 - - HCM Lane V/C Ratio 0.062 - 0.733 0.08 - - HCM Control Delay (s) 10.2 - 72.2 11.6 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0.2 - 4.5 0.3 - - 6.1-38 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 109 518 127 133 485 125 171 489 132 236 568 151 Future Volume (vph) 109 518 127 133 485 125 171 489 132 236 568 151 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 103.2 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 6.1-39 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 109 518 127 133 485 125 171 489 132 236 568 151 Future Volume (veh/h) 109 518 127 133 485 125 171 489 132 236 568 151 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 111 529 75 136 495 64 174 499 72 241 580 94 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 174 709 315 202 738 329 246 1500 661 313 1569 687 Arrive On Green 0.05 0.20 0.20 0.06 0.21 0.21 0.07 0.42 0.42 0.09 0.44 0.44 Sat Flow, veh/h 3456 3554 1580 3456 3554 1585 3456 3554 1565 3456 3554 1556 Grp Volume(v), veh/h 111 529 75 136 495 64 174 499 72 241 580 94 Grp Sat Flow(s),veh/h/ln 1728 1777 1580 1728 1777 1585 1728 1777 1565 1728 1777 1556 Q Serve(g_s), s 3.0 13.3 3.8 3.7 12.2 3.2 4.7 9.0 2.6 6.5 10.4 3.4 Cycle Q Clear(g_c), s 3.0 13.3 3.8 3.7 12.2 3.2 4.7 9.0 2.6 6.5 10.4 3.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 174 709 315 202 738 329 246 1500 661 313 1569 687 V/C Ratio(X) 0.64 0.75 0.24 0.67 0.67 0.19 0.71 0.33 0.11 0.77 0.37 0.14 Avail Cap(c_a), veh/h 378 1414 629 324 1358 606 473 1500 661 422 1569 687 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.3 35.8 32.0 43.8 34.7 31.1 43.2 18.5 16.6 42.2 17.7 15.8 Incr Delay (d2), s/veh 1.4 1.6 0.4 1.4 1.1 0.3 1.4 0.6 0.3 3.9 0.7 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 5.5 1.4 1.5 5.0 1.2 1.9 3.5 0.9 2.8 3.9 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 45.7 37.4 32.3 45.3 35.7 31.4 44.6 19.1 17.0 46.2 18.4 16.2 LnGrp LOS D D C D D C D B B D B B Approach Vol, veh/h 715 695 745 915 Approach Delay, s/veh 38.1 37.2 24.8 25.5 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.2 46.5 10.2 25.2 11.4 48.3 9.4 25.9 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 8.5 11.0 5.7 15.3 6.7 12.4 5.0 14.2 Green Ext Time (p_c), s 0.1 3.3 0.1 3.3 0.1 3.7 0.1 3.0 Intersection Summary HCM 6th Ctrl Delay 30.9 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 6.1-40 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 177 209 91 288 91 73 542 117 96 585 196 Future Volume (vph) 177 209 91 288 91 73 542 117 96 585 196 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 88.3 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 6.1-41 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 177 209 119 91 288 91 73 542 117 96 585 196 Future Volume (veh/h) 177 209 119 91 288 91 73 542 117 96 585 196 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 192 227 80 99 313 59 79 589 76 104 636 133 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 278 413 142 194 479 214 180 1631 728 197 1648 731 Arrive On Green 0.08 0.16 0.16 0.06 0.13 0.13 0.05 0.46 0.46 0.06 0.46 0.46 Sat Flow, veh/h 3456 2597 890 3456 3554 1585 3456 3554 1585 3456 3554 1576 Grp Volume(v), veh/h 192 153 154 99 313 59 79 589 76 104 636 133 Grp Sat Flow(s),veh/h/ln 1728 1777 1710 1728 1777 1585 1728 1777 1585 1728 1777 1576 Q Serve(g_s), s 4.3 6.3 6.5 2.2 6.6 2.6 1.7 8.5 2.1 2.3 9.2 3.9 Cycle Q Clear(g_c), s 4.3 6.3 6.5 2.2 6.6 2.6 1.7 8.5 2.1 2.3 9.2 3.9 Prop In Lane 1.00 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 278 283 272 194 479 214 180 1631 728 197 1648 731 V/C Ratio(X) 0.69 0.54 0.56 0.51 0.65 0.28 0.44 0.36 0.10 0.53 0.39 0.18 Avail Cap(c_a), veh/h 552 843 811 552 1685 752 552 1631 728 552 1648 731 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.3 30.5 30.6 36.2 32.4 30.7 36.3 13.8 12.1 36.2 13.8 12.4 Incr Delay (d2), s/veh 1.2 1.6 1.8 0.8 1.5 0.7 0.6 0.6 0.3 0.8 0.7 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 2.6 2.6 0.9 2.7 1.0 0.7 3.0 0.7 0.9 3.2 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.5 32.1 32.5 36.9 33.9 31.3 36.9 14.5 12.4 37.0 14.5 12.9 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 499 471 744 873 Approach Delay, s/veh 33.9 34.2 16.6 16.9 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.1 42.4 9.0 18.3 8.7 42.8 10.9 16.4 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 4.3 10.5 4.2 8.5 3.7 11.2 6.3 8.6 Green Ext Time (p_c), s 0.1 3.9 0.1 1.6 0.1 4.4 0.2 2.0 Intersection Summary HCM 6th Ctrl Delay 23.3 HCM 6th LOS C 6.1-42 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)52 638 76 19 548 39 61 67 27 54 75 41 Future Volume (vph)52 638 76 19 548 39 61 67 27 54 75 41 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 83.9 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 6.1-43 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 638 76 19 548 39 61 67 27 54 75 41 Future Volume (veh/h) 52 638 76 19 548 39 61 67 27 54 75 41 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 58 717 84 21 616 42 69 75 30 61 84 46 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 83 1813 798 42 1731 772 90 477 213 85 467 208 Arrive On Green 0.05 0.51 0.51 0.02 0.49 0.49 0.05 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1564 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 58 717 84 21 616 42 69 75 30 61 84 46 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.4 9.4 2.1 0.9 8.2 1.1 2.9 1.4 1.3 2.6 1.6 2.0 Cycle Q Clear(g_c), s 2.4 9.4 2.1 0.9 8.2 1.1 2.9 1.4 1.3 2.6 1.6 2.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 83 1813 798 42 1731 772 90 477 213 85 467 208 V/C Ratio(X) 0.70 0.40 0.11 0.50 0.36 0.05 0.77 0.16 0.14 0.72 0.18 0.22 Avail Cap(c_a), veh/h 258 1813 798 258 1731 772 258 1844 822 258 1844 822 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.7 11.4 9.6 36.6 12.1 10.3 35.6 29.1 29.0 35.7 29.3 29.5 Incr Delay (d2), s/veh 4.0 0.6 0.3 3.4 0.6 0.1 5.1 0.2 0.3 4.2 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 3.1 0.6 0.4 2.8 0.3 1.3 0.6 0.5 1.1 0.6 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.7 12.1 9.9 40.0 12.7 10.4 40.7 29.2 29.3 39.9 29.5 30.0 LnGrp LOS D B A D B B D C C D C C Approach Vol, veh/h 859 679 174 191 Approach Delay, s/veh 13.7 13.4 33.8 32.9 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.2 16.4 6.4 44.9 8.4 16.2 8.1 43.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 4.6 3.4 2.9 11.4 4.9 4.0 4.4 10.2 Green Ext Time (p_c), s 0.0 0.5 0.0 4.8 0.0 0.6 0.0 4.0 Intersection Summary HCM 6th Ctrl Delay 17.4 HCM 6th LOS B 6.1-44 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)30 477 52 31 549 127 52 101 37 150 117 40 Future Volume (vph)30 477 52 31 549 127 52 101 37 150 117 40 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 71.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 6.1-45 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 477 52 31 549 127 52 101 37 150 117 40 Future Volume (veh/h) 30 477 52 31 549 127 52 101 37 150 117 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 31 492 42 32 566 96 54 104 24 155 121 35 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 57 1906 838 59 1908 840 296 663 296 306 663 296 Arrive On Green 0.03 0.54 0.54 0.03 0.54 0.54 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1781 3554 1564 1781 3554 1565 1231 3554 1585 1262 3554 1585 Grp Volume(v), veh/h 31 492 42 32 566 96 54 104 24 155 121 35 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1565 1231 1777 1585 1262 1777 1585 Q Serve(g_s), s 1.2 5.3 0.9 1.3 6.2 2.1 2.7 1.7 0.9 8.3 2.0 1.3 Cycle Q Clear(g_c), s 1.2 5.3 0.9 1.3 6.2 2.1 4.8 1.7 0.9 10.0 2.0 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 57 1906 838 59 1908 840 296 663 296 306 663 296 V/C Ratio(X) 0.54 0.26 0.05 0.54 0.30 0.11 0.18 0.16 0.08 0.51 0.18 0.12 Avail Cap(c_a), veh/h 694 1906 838 694 1908 840 711 1860 830 732 1860 830 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.8 8.8 7.8 33.7 9.0 8.1 26.3 24.1 23.8 28.4 24.3 24.0 Incr Delay (d2), s/veh 2.9 0.3 0.1 2.9 0.4 0.3 0.3 0.1 0.1 1.3 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.6 0.3 0.5 1.9 0.6 0.7 0.7 0.3 2.3 0.8 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.7 9.2 7.9 36.6 9.4 8.4 26.6 24.3 23.9 29.6 24.4 24.1 LnGrp LOS D A A D A A C C C C C C Approach Vol, veh/h 565 694 182 311 Approach Delay, s/veh 10.6 10.5 24.9 27.0 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 19.7 6.9 44.2 19.7 6.9 44.3 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 6.8 3.3 7.3 12.0 3.2 8.2 Green Ext Time (p_c), s 0.8 0.0 3.2 1.2 0.0 3.9 Intersection Summary HCM 6th Ctrl Delay 15.0 HCM 6th LOS B 6.1-46 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 6.2: EAP (2022, TYPICAL OPERATION) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 527 50 406 778 305 v/c Ratio 0.75 0.07 0.25 0.51 0.14 Control Delay 33.9 4.0 9.8 3.1 16.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 33.9 4.0 9.8 3.1 16.3 Queue Length 50th (ft) 311 0 80 33 38 Queue Length 95th (ft) 341 18 84 136 71 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 1080 1041 1642 1538 2258 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.49 0.05 0.25 0.51 0.14 Intersection Summary 6.2-1 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 EAP (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 65 280 278 1928 73 705 v/c Ratio 0.34 0.78 0.78 0.61 0.57 0.18 Control Delay 46.8 26.1 25.5 12.6 64.8 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.8 26.1 25.5 12.6 64.8 1.9 Queue Length 50th (ft) 44 40 37 231 43 7 Queue Length 95th (ft) 77 125 124 428 86 65 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 527 594 593 3156 252 3828 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.47 0.47 0.61 0.29 0.18 Intersection Summary 6.2-2 Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 360 24 153 391 150 v/c Ratio 0.75 0.05 0.07 0.25 0.05 Control Delay 45.5 6.9 7.7 0.8 8.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 45.5 6.9 7.7 0.8 8.8 Queue Length 50th (ft) 233 0 23 0 12 Queue Length 95th (ft) 292 15 45 30 27 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 1012 943 2068 1538 3058 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.36 0.03 0.07 0.25 0.05 Intersection Summary 6.2-3 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 EAP (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 36 256 255 843 20 479 v/c Ratio 0.25 0.73 0.72 0.23 0.23 0.12 Control Delay 49.3 18.1 17.9 3.9 63.5 1.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.3 18.1 17.9 3.9 63.5 1.1 Queue Length 50th (ft) 25 1 0 25 12 4 Queue Length 95th (ft) 53 80 78 92 32 27 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 547 631 631 3639 284 4103 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.41 0.40 0.23 0.07 0.12 Intersection Summary 6.2-4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 6.3: EAP (2022, TYPICAL OPERATION) CONDITIONS FREEWAY FACILITY WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAP 2022 Jurisdiction Caltrans Time Period Analyzed PM Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3062 7200 0.43 70.0 14.6 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.980 3062 606 7200 1900 0.43 0.32 59.4 54.7 17.2 16.1 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 2471 7200 0.34 70.0 11.8 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.971 3297 826 9600 1900 0.26 0.43 70.0 -8.8 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 6.3-1 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.962 3279 9600 0.34 70.0 11.7 B Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.952 3327 48 9600 2100 0.35 0.02 65.8 62.6 12.6 11.1 B Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3326 7200 0.46 70.0 15.8 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.6 13.8 13.3 2.9 B Facility Overall Results Space Mean Speed, mi/h 68.6 Density, veh/mi/ln 13.3 Average Travel Time, min 2.9 Density, pc/mi/ln 13.8 6.3-2 2000 2500 3000 3500 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 20 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/23/2019 10:07:37 01 PM -10 WB.xu6.3-3 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAP 2022 Jurisdiction Caltrans Time Period Analyzed PM Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3917 9600 0.41 70.0 14.0 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.952 3917 682 7200 2000 0.54 0.34 61.1 56.3 21.4 20.5 C Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3236 7200 0.45 70.0 15.4 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.990 4180 944 7200 2100 0.58 0.45 62.8 61.1 22.2 22.6 C Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 4174 7200 0.58 69.6 20.0 C6.3-4 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.2 17.3 16.5 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.2 Density, veh/mi/ln 16.5 Average Travel Time, min 2.7 Density, pc/mi/ln 17.3 6.3-5 3000 3500 4000 4500 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 25 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/23/2019 10:08:47 02 PM -10 EB.xu6.3-6 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAP 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2622 7200 0.36 70.0 12.5 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.990 2622 418 7200 1900 0.36 0.22 59.7 55.1 14.6 13.4 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2192 7200 0.30 70.0 10.4 A Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.971 2625 433 9600 1900 0.23 0.23 70.0 -7.8 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 6.3-7 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.962 2629 9600 0.27 70.0 9.4 A Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2651 22 9600 2100 0.28 0.01 66.2 62.7 10.0 9.2 A Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2652 7200 0.37 70.0 12.6 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.7 11.5 11.0 2.9 B Facility Overall Results Space Mean Speed, mi/h 68.7 Density, veh/mi/ln 11.0 Average Travel Time, min 2.9 Density, pc/mi/ln 11.5 6.3-8 2000 2500 3000 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/23/2019 10:12:0 03 SAT -10 WB.xu6.3-9 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAP 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3270 9600 0.34 70.0 11.7 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.952 3270 606 7200 2000 0.45 0.30 61.1 56.5 17.8 17.2 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2636 7200 0.37 70.0 12.6 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.990 3004 368 7200 2100 0.42 0.18 64.2 62.3 15.6 15.6 B Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3015 7200 0.42 70.0 14.4 B6.3-10 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.5 13.5 12.9 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.5 Density, veh/mi/ln 12.9 Average Travel Time, min 2.7 Density, pc/mi/ln 13.5 6.3-11 2500 3000 3500 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/23/2019 10:13:3 04 SAT -10 EB.xu6.3-12 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 6.4: EAP (2022, TYPICAL OPERATION) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Weekday PM Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 101 53 27 1152 1063 76 Future Volume (vph) 101 53 27 1152 1063 76 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 23.2 23.2 Total Split (s)32.0 32.0 18.0 88.0 70.0 70.0 Total Split (%)26.7% 26.7% 15.0% 73.3% 58.3% 58.3% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 6.4-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Weekday PM Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 101 53 27 1152 1063 76 Future Volume (veh/h) 101 53 27 1152 1063 76 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 104 55 28 1188 1096 78 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 134 119 45 2966 2740 1222 Arrive On Green 0.08 0.08 0.03 0.83 0.77 0.77 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 104 55 28 1188 1096 78 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 6.9 4.0 1.9 10.0 12.3 1.4 Cycle Q Clear(g_c), s 6.9 4.0 1.9 10.0 12.3 1.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 134 119 45 2966 2740 1222 V/C Ratio(X) 0.77 0.46 0.62 0.40 0.40 0.06 Avail Cap(c_a), veh/h 407 362 199 2966 2740 1222 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.62 0.62 0.92 0.92 Uniform Delay (d), s/veh 54.5 53.1 57.9 2.5 4.5 3.3 Incr Delay (d2), s/veh 3.6 1.0 3.2 0.3 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 3.6 0.9 1.5 3.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.1 54.2 61.1 2.7 5.0 3.4 LnGrp LOS E D E A A A Approach Vol, veh/h 159 1216 1174 Approach Delay, s/veh 56.7 4.1 4.8 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 106.4 13.6 7.6 98.7 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 81.8 27.4 13.4 63.8 Max Q Clear Time (g_c+I1), s 12.0 8.9 3.9 14.3 Green Ext Time (p_c), s 9.8 0.2 0.0 8.8 Intersection Summary HCM 6th Ctrl Delay 7.7 HCM 6th LOS A 6.4-2 Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Typical Saturday Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 111 45 43 603 760 103 Future Volume (vph) 111 45 43 603 760 103 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 28.2 28.2 Total Split (s)34.0 34.0 10.0 86.0 76.0 76.0 Total Split (%)28.3% 28.3% 8.3% 71.7% 63.3% 63.3% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 6.4-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Typical Saturday Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 111 45 43 603 760 103 Future Volume (veh/h) 111 45 43 603 760 103 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 118 48 46 641 809 110 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 148 132 59 2938 2684 1197 Arrive On Green 0.08 0.08 0.03 0.83 0.76 0.76 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 118 48 46 641 809 110 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 7.8 3.4 3.1 4.6 8.7 2.2 Cycle Q Clear(g_c), s 7.8 3.4 3.1 4.6 8.7 2.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 148 132 59 2938 2684 1197 V/C Ratio(X) 0.80 0.36 0.78 0.22 0.30 0.09 Avail Cap(c_a), veh/h 436 388 80 2938 2684 1197 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.94 0.94 0.96 0.96 Uniform Delay (d), s/veh 54.0 52.0 57.6 2.2 4.7 3.9 Incr Delay (d2), s/veh 3.7 0.6 18.4 0.2 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 3.1 1.6 0.8 2.3 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.7 52.6 75.9 2.4 4.9 4.0 LnGrp LOS E D E A A A Approach Vol, veh/h 166 687 919 Approach Delay, s/veh 56.2 7.3 4.8 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 105.4 14.6 8.6 96.8 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 79.8 29.4 5.4 69.8 Max Q Clear Time (g_c+I1), s 6.6 9.8 5.1 10.7 Green Ext Time (p_c), s 4.1 0.2 0.0 6.0 Intersection Summary HCM 6th Ctrl Delay 10.6 HCM 6th LOS B 6.4-4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 7.1: EAP (2022, SPECIAL EVENT) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 105 435 131 320 298 167 143 1034 106 176 1212 40 Future Volume (vph) 105 435 131 320 298 167 143 1034 106 176 1212 40 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 100.4 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 7.1-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 105 435 131 320 298 167 143 1034 106 176 1212 40 Future Volume (veh/h) 105 435 131 320 298 167 143 1034 106 176 1212 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 106 439 0 323 301 0 144 1044 40 178 1224 20 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 176 728 399 1059 214 2202 683 253 2258 701 Arrive On Green 0.05 0.14 0.00 0.12 0.21 0.00 0.06 0.43 0.43 0.07 0.44 0.44 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1583 3456 5106 1584 Grp Volume(v), veh/h 106 439 0 323 301 0 144 1044 40 178 1224 20 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1583 1728 1702 1584 Q Serve(g_s), s 2.8 7.4 0.0 8.4 4.6 0.0 3.7 13.4 1.4 4.6 16.1 0.7 Cycle Q Clear(g_c), s 2.8 7.4 0.0 8.4 4.6 0.0 3.7 13.4 1.4 4.6 16.1 0.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 176 728 399 1059 214 2202 683 253 2258 701 V/C Ratio(X)0.60 0.60 0.81 0.28 0.67 0.47 0.06 0.70 0.54 0.03 Avail Cap(c_a), veh/h 392 1769 542 1991 429 2202 683 542 2258 701 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.7 36.9 0.0 39.6 30.6 0.0 42.1 18.7 15.2 41.6 18.8 14.5 Incr Delay (d2), s/veh 1.2 0.8 0.0 4.6 0.1 0.0 1.4 0.7 0.2 1.3 0.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 3.0 0.0 3.6 1.8 0.0 1.6 4.8 0.5 1.9 5.7 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.9 37.7 0.0 44.2 30.8 0.0 43.5 19.4 15.4 42.9 19.7 14.5 LnGrp LOS D D D C D B B D B B Approach Vol, veh/h 545 A 624 A 1228 1422 Approach Delay, s/veh 38.9 37.7 22.1 22.5 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.3 46.0 15.2 19.3 10.3 47.0 9.3 25.2 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 6.6 15.4 10.4 9.4 5.7 18.1 4.8 6.6 Green Ext Time (p_c), s 0.2 7.0 0.2 2.6 0.1 8.1 0.1 1.8 Intersection Summary HCM 6th Ctrl Delay 27.2 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 7.1-2 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)29 582 141 153 485 75 146 318 158 72 289 Future Volume (vph)29 582 141 153 485 75 146 318 158 72 289 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 103.8 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 7.1-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 582 141 153 485 75 146 318 158 72 289 28 Future Volume (veh/h) 29 582 141 153 485 75 146 318 158 72 289 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 31 626 81 165 522 54 157 342 89 77 311 14 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 52 814 360 198 1105 485 189 1343 598 99 1132 51 Arrive On Green 0.03 0.23 0.23 0.11 0.31 0.31 0.11 0.38 0.38 0.06 0.33 0.33 Sat Flow, veh/h 1781 3554 1573 1781 3554 1559 1781 3554 1583 1781 3461 155 Grp Volume(v), veh/h 31 626 81 165 522 54 157 342 89 77 159 166 Grp Sat Flow(s),veh/h/ln 1781 1777 1573 1781 1777 1559 1781 1777 1583 1781 1777 1840 Q Serve(g_s), s 1.7 15.9 4.0 8.7 11.4 2.4 8.3 6.4 3.6 4.1 6.4 6.4 Cycle Q Clear(g_c), s 1.7 15.9 4.0 8.7 11.4 2.4 8.3 6.4 3.6 4.1 6.4 6.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.08 Lane Grp Cap(c), veh/h 52 814 360 198 1105 485 189 1343 598 99 581 602 V/C Ratio(X) 0.59 0.77 0.22 0.83 0.47 0.11 0.83 0.25 0.15 0.78 0.27 0.28 Avail Cap(c_a), veh/h 133 1321 585 324 1701 746 285 1343 598 161 581 602 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.2 34.7 30.2 41.9 26.8 23.7 42.2 20.6 19.7 44.9 23.9 24.0 Incr Delay (d2), s/veh 4.0 1.6 0.3 4.2 0.3 0.1 7.3 0.5 0.5 4.9 1.2 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 6.6 1.5 3.9 4.5 0.8 3.8 2.5 1.3 1.8 2.6 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.2 36.3 30.5 46.1 27.1 23.8 49.5 21.1 20.3 49.8 25.1 25.1 LnGrp LOS D D C D C C D C C D C C Approach Vol, veh/h 738 741 588 402 Approach Delay, s/veh 36.3 31.1 28.5 29.8 Approach LOS D C C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.9 42.8 15.3 28.2 14.8 37.9 7.4 36.1 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 6.1 8.4 10.7 17.9 10.3 8.4 3.7 13.4 Green Ext Time (p_c), s 0.0 2.3 0.1 3.7 0.1 1.5 0.0 3.4 Intersection Summary HCM 6th Ctrl Delay 31.8 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 7.1-4 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 180 584 57 118 596 277 63 8 106 4 21 Future Volume (vph) 180 584 57 118 596 277 63 8 106 4 21 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 80.3 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 7.1-5 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 180 584 57 118 596 277 63 8 73 106 4 21 Future Volume (veh/h) 180 584 57 118 596 277 63 8 73 106 4 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 182 590 0 119 602 273 64 8 34 107 4 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 269 1470 152 1495 661 86 50 213 201 325 Arrive On Green 0.08 0.41 0.00 0.09 0.42 0.42 0.05 0.16 0.16 0.06 0.17 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1570 1781 306 1301 3456 1870 1585 Grp Volume(v), veh/h 182 590 0 119 602 273 64 0 42 107 4 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1570 1781 0 1608 1728 1870 1585 Q Serve(g_s), s 4.0 9.0 0.0 5.1 9.1 9.4 2.7 0.0 1.7 2.3 0.1 0.0 Cycle Q Clear(g_c), s 4.0 9.0 0.0 5.1 9.1 9.4 2.7 0.0 1.7 2.3 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.81 1.00 1.00 Lane Grp Cap(c), veh/h 269 1470 152 1495 661 86 0 264 201 325 V/C Ratio(X)0.68 0.40 0.78 0.40 0.41 0.74 0.00 0.16 0.53 0.01 Avail Cap(c_a), veh/h 670 1470 345 1495 661 345 0 756 670 880 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.7 16.0 0.0 34.7 15.6 15.7 36.4 0.0 27.8 35.4 26.5 0.0 Incr Delay (d2), s/veh 1.1 0.8 0.0 3.4 0.8 1.9 4.7 0.0 0.3 0.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 3.3 0.0 2.2 3.3 3.2 1.3 0.0 0.7 1.0 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.8 16.8 0.0 38.1 16.4 17.6 41.0 0.0 28.0 36.2 26.5 0.0 LnGrp LOS D B D B B D A C D C Approach Vol, veh/h 772 A 994 106 111 A Approach Delay, s/veh 21.3 19.4 35.9 35.9 Approach LOS C B D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.1 18.9 11.2 38.2 8.3 19.7 10.6 38.8 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 4.3 3.7 7.1 11.0 4.7 2.1 6.0 11.4 Green Ext Time (p_c), s 0.1 0.2 0.1 3.4 0.0 0.0 0.2 4.5 Intersection Summary HCM 6th Ctrl Delay 21.9 HCM 6th LOS C Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 7.1-6 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/23/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)3 24 149 417 147 Future Volume (vph)3 24 149 417 147 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)57.0 57.0 53.0 53.0 Total Split (%)51.8% 51.8% 48.2% 48.2% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 7.1-7 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/23/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 470 3 24 0 149 417 0 147 17 Future Volume (veh/h) 0 0 0 470 3 24 0 149 417 0 147 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1530 1870 0 1781 1826 0 1856 1856 Adj Flow Rate, veh/h 480 3 9 0 152 0 0 150 9 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 25 2 0 8 5 0 3 3 Cap, veh/h 520 3 569 0 1822 0 2629 155 Arrive On Green 0.36 0.36 0.36 0.00 0.54 0.00 0.00 0.54 0.54 Sat Flow, veh/h 1448 9 1585 0 3474 1547 0 5053 288 Grp Volume(v), veh/h 483 0 9 0 152 0 0 103 56 Grp Sat Flow(s),veh/h/ln 1457 0 1585 0 1692 1547 0 1689 1797 Q Serve(g_s), s 35.0 0.0 0.4 0.0 2.4 0.0 0.0 1.6 1.6 Cycle Q Clear(g_c), s 35.0 0.0 0.4 0.0 2.4 0.0 0.0 1.6 1.6 Prop In Lane 0.99 1.00 0.00 1.00 0.00 0.16 Lane Grp Cap(c), veh/h 523 0 569 0 1822 0 1817 967 V/C Ratio(X)0.92 0.00 0.02 0.00 0.08 0.00 0.06 0.06 Avail Cap(c_a), veh/h 685 0 745 0 1822 0 1817 967 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 33.8 0.0 22.7 0.0 12.3 0.0 0.0 12.1 12.1 Incr Delay (d2), s/veh 15.4 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 13.8 0.0 0.1 0.0 0.8 0.0 0.0 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.2 0.0 22.7 0.0 12.4 0.0 0.0 12.2 12.2 LnGrp LOS D A C A B A B B Approach Vol, veh/h 492 152 A 159 Approach Delay, s/veh 48.7 12.4 12.2 Approach LOS D B B Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 65.2 65.2 44.8 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 47.0 47.0 51.7 Max Q Clear Time (g_c+I1), s 4.4 3.6 37.0 Green Ext Time (p_c), s 0.5 0.5 2.5 Intersection Summary HCM 6th Ctrl Delay 34.6 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 7.1-8 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/23/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph)35 1 656 531 19 597 Future Volume (vph)35 1 656 531 19 597 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 7.1-9 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/23/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 1 656 0 0 0 0 531 336 19 597 0 Future Volume (veh/h) 35 1 656 0 0 0 0 531 336 19 597 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1841 1900 1811 0 1811 1811 1648 1856 0 Adj Flow Rate, veh/h 36 0 443 0 553 330 20 622 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 0 6 0 6 6 17 3 0 Cap, veh/h 298 0 522 0 2188 1019 33 3684 0 Arrive On Green 0.17 0.00 0.17 0.00 0.66 0.66 0.02 0.73 0.00 Sat Flow, veh/h 1753 0 3070 0 3459 1535 1570 5233 0 Grp Volume(v), veh/h 36 0 443 0 553 330 20 622 0 Grp Sat Flow(s),veh/h/ln 1753 0 1535 0 1648 1535 1570 1689 0 Q Serve(g_s), s 1.9 0.0 15.4 0.0 7.5 10.1 1.4 4.2 0.0 Cycle Q Clear(g_c), s 1.9 0.0 15.4 0.0 7.5 10.1 1.4 4.2 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 298 0 522 0 2188 1019 33 3684 0 V/C Ratio(X)0.12 0.00 0.85 0.00 0.25 0.32 0.61 0.17 0.00 Avail Cap(c_a), veh/h 553 0 968 0 2188 1019 290 3684 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.93 0.93 1.00 1.00 0.00 Uniform Delay (d), s/veh 38.7 0.0 44.3 0.0 7.5 7.9 53.4 4.7 0.0 Incr Delay (d2), s/veh 0.1 0.0 3.0 0.0 0.3 0.8 6.8 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 5.9 0.0 2.2 2.9 0.6 1.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.8 0.0 47.3 0.0 7.7 8.7 60.2 4.8 0.0 LnGrp LOS D A D A A A E A A Approach Vol, veh/h 479 883 642 Approach Delay, s/veh 46.6 8.1 6.5 Approach LOS D A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 7.0 79.0 24.0 86.0 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 3.4 12.1 17.4 6.2 Green Ext Time (p_c), s 0.0 3.4 1.3 2.4 Intersection Summary HCM 6th Ctrl Delay 16.8 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 7.1-10 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/23/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 179 177 111 55 195 83 193 606 31 163 960 103 Future Volume (vph) 179 177 111 55 195 83 193 606 31 163 960 103 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)10.0 51.0 12.4 53.4 53.4 12.0 44.6 44.6 12.0 44.6 44.6 Total Split (%)8.3% 42.5% 10.3% 44.5% 44.5% 10.0% 37.2% 37.2% 10.0% 37.2% 37.2% Yellow Time (s) 3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 87.8 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 7.1-11 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/23/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 179 177 111 55 195 83 193 606 31 163 960 103 Future Volume (veh/h) 179 177 111 55 195 83 193 606 31 163 960 103 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 188 186 0 58 205 31 203 638 19 172 1011 65 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 235 535 156 440 196 282 2455 762 250 2408 747 Arrive On Green 0.07 0.15 0.00 0.05 0.12 0.12 0.08 0.48 0.48 0.07 0.47 0.47 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 5106 1585 3456 5106 1584 Grp Volume(v), veh/h 188 186 0 58 205 31 203 638 19 172 1011 65 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1702 1585 1728 1702 1584 Q Serve(g_s), s 4.3 3.8 0.0 1.3 4.3 1.4 4.6 6.0 0.5 3.9 10.5 1.8 Cycle Q Clear(g_c), s 4.3 3.8 0.0 1.3 4.3 1.4 4.6 6.0 0.5 3.9 10.5 1.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 235 535 156 440 196 282 2455 762 250 2408 747 V/C Ratio(X)0.80 0.35 0.37 0.47 0.16 0.72 0.26 0.02 0.69 0.42 0.09 Avail Cap(c_a), veh/h 235 2005 351 2111 942 334 2455 762 334 2408 747 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.1 30.8 0.0 37.5 32.9 31.6 36.2 12.4 11.0 36.6 14.1 11.8 Incr Delay (d2), s/veh 16.3 0.4 0.0 0.5 0.8 0.4 4.4 0.3 0.1 1.7 0.5 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 1.6 0.0 0.5 1.8 0.5 2.0 1.9 0.2 1.6 3.4 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.4 31.2 0.0 38.0 33.7 32.0 40.6 12.7 11.1 38.3 14.6 12.0 LnGrp LOS D C D C C D B B D B B Approach Vol, veh/h 374 A 294 860 1248 Approach Delay, s/veh 42.3 34.4 19.3 17.7 Approach LOS D C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.1 45.4 7.8 17.6 10.8 44.6 10.0 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 7.8 38.1 * 8.2 45.6 * 7.8 38.1 5.5 48.0 Max Q Clear Time (g_c+I1), s 5.9 8.0 3.3 5.8 6.6 12.5 6.3 6.3 Green Ext Time (p_c), s 0.1 4.0 0.0 1.1 0.0 6.9 0.0 1.4 Intersection Summary HCM 6th Ctrl Delay 23.3 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 7.1-12 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/23/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 128 141 112 57 155 53 113 625 53 994 148 Future Volume (vph) 128 141 112 57 155 53 113 625 53 994 148 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.5 37.5 9.6 42.5 42.5 9.6 42.5 9.6 37.5 37.5 Total Split (s)10.0 43.3 43.3 9.6 42.9 42.9 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.5% 41.2% 41.2% 9.1% 40.9% 40.9% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 83.8 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 7.1-13 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/23/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 128 141 112 57 155 53 113 625 45 53 994 148 Future Volume (veh/h) 128 141 112 57 155 53 113 625 45 53 994 148 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 136 150 118 61 165 3 120 665 34 56 1057 113 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 211 508 226 163 458 204 206 1646 84 156 2370 735 Arrive On Green 0.06 0.14 0.14 0.05 0.13 0.13 0.06 0.48 0.48 0.05 0.46 0.46 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3440 176 3456 5106 1584 Grp Volume(v), veh/h 136 150 118 61 165 3 120 343 356 56 1057 113 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1777 1839 1728 1702 1584 Q Serve(g_s), s 3.0 2.9 5.3 1.3 3.3 0.1 2.6 9.7 9.7 1.2 10.8 3.2 Cycle Q Clear(g_c), s 3.0 2.9 5.3 1.3 3.3 0.1 2.6 9.7 9.7 1.2 10.8 3.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 211 508 226 163 458 204 206 850 880 156 2370 735 V/C Ratio(X) 0.64 0.30 0.52 0.37 0.36 0.01 0.58 0.40 0.40 0.36 0.45 0.15 Avail Cap(c_a), veh/h 241 1686 752 223 1668 744 223 850 880 223 2370 735 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 29.7 30.8 35.8 30.9 29.5 35.5 13.1 13.1 35.9 14.0 12.0 Incr Delay (d2), s/veh 3.0 0.3 1.9 0.5 0.5 0.0 1.8 1.4 1.4 0.5 0.6 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 1.2 2.0 0.5 1.3 0.0 1.1 3.4 3.5 0.5 3.5 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.6 30.1 32.6 36.4 31.3 29.5 37.4 14.5 14.5 36.5 14.6 12.4 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 404 229 819 1226 Approach Delay, s/veh 33.7 32.7 17.8 15.4 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.1 43.6 8.3 17.6 9.2 42.5 9.3 16.5 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.4 36.4 Max Q Clear Time (g_c+I1), s 3.2 11.7 3.3 7.3 4.6 12.8 5.0 5.3 Green Ext Time (p_c), s 0.0 3.7 0.0 1.1 0.0 7.2 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 20.4 HCM 6th LOS C 7.1-14 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 12.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 118 29 53 654 938 240 Future Vol, veh/h 118 29 53 654 938 240 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 126 31 56 696 998 255 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1458 499 1253 0 - 0 Stage 1 998 - - - - - Stage 2 460 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 120 517 551 - - - Stage 1 317 - - - - - Stage 2 602 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 108 517 551 - - - Mov Cap-2 Maneuver ~ 108 - - - - - Stage 1 285 - - - - - Stage 2 602 - - - - - Approach EB NB SB HCM Control Delay, s 172.5 0.9 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)551 - 108 517 - - HCM Lane V/C Ratio 0.102 - 1.162 0.06 - - HCM Control Delay (s) 12.3 - 211.9 12.4 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0.3 - 8 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 7.1-15 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 160 475 131 133 470 154 183 470 132 245 543 329 Future Volume (vph) 160 475 131 133 470 154 183 470 132 245 543 329 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 102.9 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 7.1-16 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 160 475 131 133 470 154 183 470 132 245 543 329 Future Volume (veh/h) 160 475 131 133 470 154 183 470 132 245 543 329 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 163 485 79 136 480 93 187 480 72 250 554 276 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 233 691 307 203 660 294 259 1505 663 322 1569 687 Arrive On Green 0.07 0.19 0.19 0.06 0.19 0.19 0.08 0.42 0.42 0.09 0.44 0.44 Sat Flow, veh/h 3456 3554 1580 3456 3554 1585 3456 3554 1565 3456 3554 1556 Grp Volume(v), veh/h 163 485 79 136 480 93 187 480 72 250 554 276 Grp Sat Flow(s),veh/h/ln 1728 1777 1580 1728 1777 1585 1728 1777 1565 1728 1777 1556 Q Serve(g_s), s 4.4 12.1 4.0 3.7 12.0 4.8 5.0 8.5 2.6 6.7 9.8 11.4 Cycle Q Clear(g_c), s 4.4 12.1 4.0 3.7 12.0 4.8 5.0 8.5 2.6 6.7 9.8 11.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 233 691 307 203 660 294 259 1505 663 322 1569 687 V/C Ratio(X) 0.70 0.70 0.26 0.67 0.73 0.32 0.72 0.32 0.11 0.78 0.35 0.40 Avail Cap(c_a), veh/h 380 1419 631 325 1363 608 475 1505 663 423 1569 687 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.2 35.6 32.3 43.7 36.3 33.3 42.8 18.2 16.5 42.0 17.5 17.9 Incr Delay (d2), s/veh 1.4 1.3 0.4 1.4 1.6 0.6 1.4 0.6 0.3 4.6 0.6 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 5.0 1.5 1.5 5.0 1.8 2.1 3.3 0.9 2.9 3.6 4.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.7 36.9 32.8 45.1 37.8 33.9 44.2 18.7 16.8 46.6 18.1 19.7 LnGrp LOS D D C D D C D B B D B B Approach Vol, veh/h 727 709 739 1080 Approach Delay, s/veh 38.2 38.7 25.0 25.1 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.4 46.5 10.1 24.6 11.7 48.2 11.0 23.8 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 8.7 10.5 5.7 14.1 7.0 13.4 6.4 14.0 Green Ext Time (p_c), s 0.1 3.2 0.1 3.1 0.2 4.2 0.1 3.0 Intersection Summary HCM 6th Ctrl Delay 31.0 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 7.1-17 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 177 209 91 288 91 73 535 117 90 570 196 Future Volume (vph) 177 209 91 288 91 73 535 117 90 570 196 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 88.1 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 7.1-18 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 177 209 119 91 288 91 73 535 117 90 570 196 Future Volume (veh/h) 177 209 119 91 288 91 73 535 117 90 570 196 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 192 227 80 99 313 59 79 582 76 98 620 133 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 278 413 142 194 480 214 180 1633 728 194 1647 730 Arrive On Green 0.08 0.16 0.16 0.06 0.13 0.13 0.05 0.46 0.46 0.06 0.46 0.46 Sat Flow, veh/h 3456 2597 890 3456 3554 1585 3456 3554 1585 3456 3554 1576 Grp Volume(v), veh/h 192 153 154 99 313 59 79 582 76 98 620 133 Grp Sat Flow(s),veh/h/ln 1728 1777 1710 1728 1777 1585 1728 1777 1585 1728 1777 1576 Q Serve(g_s), s 4.3 6.3 6.5 2.2 6.6 2.6 1.7 8.3 2.1 2.2 8.9 3.9 Cycle Q Clear(g_c), s 4.3 6.3 6.5 2.2 6.6 2.6 1.7 8.3 2.1 2.2 8.9 3.9 Prop In Lane 1.00 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 278 283 272 194 480 214 180 1633 728 194 1647 730 V/C Ratio(X) 0.69 0.54 0.56 0.51 0.65 0.28 0.44 0.36 0.10 0.51 0.38 0.18 Avail Cap(c_a), veh/h 553 844 812 553 1687 753 553 1633 728 553 1647 730 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.3 30.5 30.6 36.1 32.3 30.6 36.2 13.8 12.1 36.1 13.7 12.4 Incr Delay (d2), s/veh 1.2 1.6 1.8 0.8 1.5 0.7 0.6 0.6 0.3 0.8 0.7 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 2.6 2.6 0.9 2.7 1.0 0.7 2.9 0.7 0.9 3.1 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.4 32.1 32.4 36.9 33.8 31.3 36.8 14.4 12.4 36.9 14.4 12.9 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 499 471 737 851 Approach Delay, s/veh 33.9 34.2 16.6 16.8 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.0 42.4 9.0 18.3 8.7 42.7 10.9 16.4 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 4.2 10.3 4.2 8.5 3.7 10.9 6.3 8.6 Green Ext Time (p_c), s 0.1 3.8 0.1 1.6 0.1 4.3 0.2 2.0 Intersection Summary HCM 6th Ctrl Delay 23.2 HCM 6th LOS C 7.1-19 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)46 617 70 19 563 39 61 67 27 54 75 41 Future Volume (vph)46 617 70 19 563 39 61 67 27 54 75 41 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 81.6 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 7.1-20 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 46 617 70 19 563 39 61 67 27 54 75 41 Future Volume (veh/h) 46 617 70 19 563 39 61 67 27 54 75 41 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 52 693 78 21 633 42 69 75 30 61 84 46 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 78 1808 796 42 1736 774 90 478 213 85 468 209 Arrive On Green 0.04 0.51 0.51 0.02 0.49 0.49 0.05 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1564 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 52 693 78 21 633 42 69 75 30 61 84 46 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.2 9.0 2.0 0.9 8.4 1.1 2.9 1.4 1.3 2.6 1.6 2.0 Cycle Q Clear(g_c), s 2.2 9.0 2.0 0.9 8.4 1.1 2.9 1.4 1.3 2.6 1.6 2.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 78 1808 796 42 1736 774 90 478 213 85 468 209 V/C Ratio(X) 0.66 0.38 0.10 0.50 0.36 0.05 0.77 0.16 0.14 0.72 0.18 0.22 Avail Cap(c_a), veh/h 259 1808 796 259 1736 774 259 1849 825 259 1849 825 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.7 11.3 9.6 36.5 12.1 10.2 35.5 29.0 28.9 35.6 29.2 29.4 Incr Delay (d2), s/veh 3.6 0.6 0.2 3.4 0.6 0.1 5.0 0.2 0.3 4.2 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 3.0 0.6 0.4 2.8 0.3 1.3 0.6 0.5 1.1 0.6 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.2 12.0 9.9 39.9 12.6 10.3 40.5 29.1 29.2 39.7 29.4 29.9 LnGrp LOS D B A D B B D C C D C C Approach Vol, veh/h 823 696 174 191 Approach Delay, s/veh 13.5 13.3 33.7 32.8 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.2 16.4 6.4 44.7 8.4 16.2 7.9 43.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 4.6 3.4 2.9 11.0 4.9 4.0 4.2 10.4 Green Ext Time (p_c), s 0.0 0.5 0.0 4.6 0.0 0.6 0.0 4.1 Intersection Summary HCM 6th Ctrl Delay 17.3 HCM 6th LOS B 7.1-21 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)24 469 46 31 565 127 52 101 37 150 117 40 Future Volume (vph)24 469 46 31 565 127 52 101 37 150 117 40 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 71.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 7.1-22 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 24 469 46 31 565 127 52 101 37 150 117 40 Future Volume (veh/h) 24 469 46 31 565 127 52 101 37 150 117 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 484 35 32 582 96 54 104 24 155 121 35 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 49 1906 838 59 1925 848 296 663 296 306 663 296 Arrive On Green 0.03 0.54 0.54 0.03 0.54 0.54 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1781 3554 1564 1781 3554 1565 1231 3554 1585 1262 3554 1585 Grp Volume(v), veh/h 25 484 35 32 582 96 54 104 24 155 121 35 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1565 1231 1777 1585 1262 1777 1585 Q Serve(g_s), s 1.0 5.2 0.8 1.3 6.4 2.1 2.7 1.7 0.9 8.3 2.0 1.3 Cycle Q Clear(g_c), s 1.0 5.2 0.8 1.3 6.4 2.1 4.8 1.7 0.9 10.0 2.0 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 49 1906 838 59 1925 848 296 663 296 306 663 296 V/C Ratio(X) 0.51 0.25 0.04 0.54 0.30 0.11 0.18 0.16 0.08 0.51 0.18 0.12 Avail Cap(c_a), veh/h 694 1906 838 694 1925 848 711 1860 830 732 1860 830 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.0 8.8 7.8 33.7 8.9 7.9 26.3 24.1 23.8 28.4 24.3 24.0 Incr Delay (d2), s/veh 3.1 0.3 0.1 2.9 0.4 0.3 0.3 0.1 0.1 1.3 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.6 0.2 0.5 1.9 0.6 0.7 0.7 0.3 2.3 0.8 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.1 9.1 7.9 36.6 9.3 8.2 26.6 24.3 23.9 29.6 24.4 24.1 LnGrp LOS D A A D A A C C C C C C Approach Vol, veh/h 544 710 182 311 Approach Delay, s/veh 10.3 10.4 24.9 27.0 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 19.7 6.9 44.2 19.7 6.5 44.6 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 6.8 3.3 7.2 12.0 3.0 8.4 Green Ext Time (p_c), s 0.8 0.0 3.1 1.2 0.0 4.0 Intersection Summary HCM 6th Ctrl Delay 14.8 HCM 6th LOS B 7.1-23 Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 105 417 131 327 316 167 143 1034 98 176 1212 40 Future Volume (vph) 105 417 131 327 316 167 143 1034 98 176 1212 40 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 100.2 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 7.1-24 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 105 417 131 327 316 167 143 1034 98 176 1212 40 Future Volume (veh/h) 105 417 131 327 316 167 143 1034 98 176 1212 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 106 421 0 330 319 0 144 1044 32 178 1224 20 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 176 708 407 1048 215 2208 684 253 2265 703 Arrive On Green 0.05 0.14 0.00 0.12 0.21 0.00 0.06 0.43 0.43 0.07 0.44 0.44 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1583 3456 5106 1584 Grp Volume(v), veh/h 106 421 0 330 319 0 144 1044 32 178 1224 20 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1583 1728 1702 1584 Q Serve(g_s), s 2.7 7.1 0.0 8.5 4.8 0.0 3.7 13.4 1.1 4.6 16.1 0.7 Cycle Q Clear(g_c), s 2.7 7.1 0.0 8.5 4.8 0.0 3.7 13.4 1.1 4.6 16.1 0.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 176 708 407 1048 215 2208 684 253 2265 703 V/C Ratio(X)0.60 0.59 0.81 0.30 0.67 0.47 0.05 0.70 0.54 0.03 Avail Cap(c_a), veh/h 393 1774 544 1997 430 2208 684 544 2265 703 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.5 37.0 0.0 39.4 30.8 0.0 42.0 18.5 15.0 41.5 18.6 14.4 Incr Delay (d2), s/veh 1.2 0.8 0.0 5.0 0.2 0.0 1.4 0.7 0.1 1.3 0.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 2.8 0.0 3.7 1.9 0.0 1.5 4.8 0.4 1.9 5.6 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.8 37.8 0.0 44.4 31.0 0.0 43.4 19.3 15.2 42.8 19.6 14.4 LnGrp LOS D D D C D B B D B B Approach Vol, veh/h 527 A 649 A 1220 1422 Approach Delay, s/veh 39.0 37.8 22.0 22.4 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.3 46.0 15.4 18.9 10.3 47.0 9.3 25.0 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 6.6 15.4 10.5 9.1 5.7 18.1 4.7 6.8 Green Ext Time (p_c), s 0.2 6.9 0.2 2.4 0.1 8.1 0.1 1.9 Intersection Summary HCM 6th Ctrl Delay 27.2 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 7.1-25 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)29 557 141 160 510 82 146 318 150 64 289 Future Volume (vph)29 557 141 160 510 82 146 318 150 64 289 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 102.8 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 7.1-26 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 557 141 160 510 82 146 318 150 64 289 28 Future Volume (veh/h) 29 557 141 160 510 82 146 318 150 64 289 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 31 599 81 172 548 61 157 342 80 69 311 14 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 52 790 349 206 1095 481 190 1361 606 89 1130 51 Arrive On Green 0.03 0.22 0.22 0.12 0.31 0.31 0.11 0.38 0.38 0.05 0.33 0.33 Sat Flow, veh/h 1781 3554 1572 1781 3554 1559 1781 3554 1583 1781 3461 155 Grp Volume(v), veh/h 31 599 81 172 548 61 157 342 80 69 159 166 Grp Sat Flow(s),veh/h/ln 1781 1777 1572 1781 1777 1559 1781 1777 1583 1781 1777 1840 Q Serve(g_s), s 1.6 15.0 4.0 9.0 12.0 2.7 8.2 6.2 3.1 3.6 6.3 6.3 Cycle Q Clear(g_c), s 1.6 15.0 4.0 9.0 12.0 2.7 8.2 6.2 3.1 3.6 6.3 6.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.08 Lane Grp Cap(c), veh/h 52 790 349 206 1095 481 190 1361 606 89 580 600 V/C Ratio(X) 0.59 0.76 0.23 0.84 0.50 0.13 0.83 0.25 0.13 0.78 0.27 0.28 Avail Cap(c_a), veh/h 135 1339 592 328 1724 756 289 1361 606 163 580 600 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.6 34.6 30.3 41.1 26.9 23.7 41.6 20.0 19.0 44.6 23.7 23.7 Incr Delay (d2), s/veh 3.9 1.5 0.3 5.2 0.4 0.1 6.7 0.4 0.5 5.4 1.2 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 6.2 1.5 4.0 4.7 0.9 3.8 2.4 1.1 1.6 2.6 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.5 36.1 30.6 46.4 27.2 23.8 48.3 20.5 19.5 50.0 24.8 24.8 LnGrp LOS D D C D C C D C B D C C Approach Vol, veh/h 711 781 579 394 Approach Delay, s/veh 36.1 31.2 27.9 29.2 Approach LOS D C C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.3 42.8 15.6 27.3 14.7 37.4 7.4 35.5 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 5.6 8.2 11.0 17.0 10.2 8.3 3.6 14.0 Green Ext Time (p_c), s 0.0 2.2 0.1 3.6 0.1 1.5 0.0 3.6 Intersection Summary HCM 6th Ctrl Delay 31.5 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 7.1-27 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 141 584 57 118 596 118 63 8 266 4 60 Future Volume (vph) 141 584 57 118 596 118 63 8 266 4 60 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 86.1 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 7.1-28 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 141 584 57 118 596 118 63 8 73 266 4 60 Future Volume (veh/h) 141 584 57 118 596 118 63 8 73 266 4 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 142 590 0 119 602 112 64 8 34 269 4 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 220 1392 151 1467 648 84 48 202 358 397 Arrive On Green 0.06 0.39 0.00 0.08 0.41 0.41 0.05 0.16 0.16 0.10 0.21 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1570 1781 306 1300 3456 1870 1585 Grp Volume(v), veh/h 142 590 0 119 602 112 64 0 42 269 4 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1570 1781 0 1606 1728 1870 1585 Q Serve(g_s), s 3.3 9.9 0.0 5.4 9.8 3.7 2.9 0.0 1.9 6.2 0.1 0.0 Cycle Q Clear(g_c), s 3.3 9.9 0.0 5.4 9.8 3.7 2.9 0.0 1.9 6.2 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.81 1.00 1.00 Lane Grp Cap(c), veh/h 220 1392 151 1467 648 84 0 250 358 397 V/C Ratio(X)0.65 0.42 0.79 0.41 0.17 0.77 0.00 0.17 0.75 0.01 Avail Cap(c_a), veh/h 635 1392 327 1467 648 327 0 716 635 833 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 37.3 18.1 0.0 36.7 17.0 15.2 38.5 0.0 29.9 35.6 25.4 0.0 Incr Delay (d2), s/veh 1.2 0.9 0.0 3.4 0.9 0.6 5.4 0.0 0.3 1.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 3.7 0.0 2.3 3.6 1.3 1.4 0.0 0.7 2.6 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.5 19.1 0.0 40.1 17.8 15.7 43.9 0.0 30.2 36.8 25.4 0.0 LnGrp LOS D B D B B D A C D C Approach Vol, veh/h 732 A 833 106 273 A Approach Delay, s/veh 22.8 20.7 38.5 36.6 Approach LOS C C D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.1 18.9 11.5 38.2 8.4 23.5 9.8 39.9 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 8.2 3.9 7.4 11.9 4.9 2.1 5.3 11.8 Green Ext Time (p_c), s 0.3 0.2 0.1 3.4 0.0 0.0 0.1 3.8 Intersection Summary HCM 6th Ctrl Delay 24.7 HCM 6th LOS C Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 7.1-29 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)3 24 167 541 129 Future Volume (vph)3 24 167 541 129 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)57.0 57.0 53.0 53.0 Total Split (%)51.8% 51.8% 48.2% 48.2% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 7.1-30 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 381 3 24 0 167 541 0 129 17 Future Volume (veh/h) 0 0 0 381 3 24 0 167 541 0 129 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1530 1870 0 1781 1826 0 1856 1856 Adj Flow Rate, veh/h 389 3 9 0 170 0 0 132 9 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 25 2 0 8 5 0 3 3 Cap, veh/h 430 3 471 0 2031 0 2906 194 Arrive On Green 0.30 0.30 0.30 0.00 0.60 0.00 0.00 0.60 0.60 Sat Flow, veh/h 1446 11 1585 0 3474 1547 0 5010 323 Grp Volume(v), veh/h 392 0 9 0 170 0 0 91 50 Grp Sat Flow(s),veh/h/ln 1457 0 1585 0 1692 1547 0 1689 1789 Q Serve(g_s), s 28.4 0.0 0.4 0.0 2.3 0.0 0.0 1.2 1.3 Cycle Q Clear(g_c), s 28.4 0.0 0.4 0.0 2.3 0.0 0.0 1.2 1.3 Prop In Lane 0.99 1.00 0.00 1.00 0.00 0.18 Lane Grp Cap(c), veh/h 433 0 471 0 2031 0 2026 1074 V/C Ratio(X)0.91 0.00 0.02 0.00 0.08 0.00 0.05 0.05 Avail Cap(c_a), veh/h 685 0 745 0 2031 0 2026 1074 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 37.2 0.0 27.3 0.0 9.3 0.0 0.0 9.0 9.1 Incr Delay (d2), s/veh 10.5 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.9 0.0 0.2 0.0 0.8 0.0 0.0 0.4 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.6 0.0 27.3 0.0 9.3 0.0 0.0 9.1 9.1 LnGrp LOS D A C A A A A A Approach Vol, veh/h 401 170 A 141 Approach Delay, s/veh 47.2 9.3 9.1 Approach LOS D A A Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 72.0 72.0 38.0 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 47.0 47.0 51.7 Max Q Clear Time (g_c+I1), s 4.3 3.3 30.4 Green Ext Time (p_c), s 0.6 0.4 2.2 Intersection Summary HCM 6th Ctrl Delay 30.6 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 7.1-31 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph)35 1 531 673 19 490 Future Volume (vph)35 1 531 673 19 490 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 7.1-32 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 1 531 0 0 0 0 673 425 19 490 0 Future Volume (veh/h) 35 1 531 0 0 0 0 673 425 19 490 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1841 1900 1811 0 1811 1811 1648 1856 0 Adj Flow Rate, veh/h 36 0 313 0 701 423 20 510 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 0 6 0 6 6 17 3 0 Cap, veh/h 221 0 387 0 2333 1086 33 3907 0 Arrive On Green 0.13 0.00 0.13 0.00 0.71 0.71 0.02 0.77 0.00 Sat Flow, veh/h 1753 0 3070 0 3459 1535 1570 5233 0 Grp Volume(v), veh/h 36 0 313 0 701 423 20 510 0 Grp Sat Flow(s),veh/h/ln 1753 0 1535 0 1648 1535 1570 1689 0 Q Serve(g_s), s 2.0 0.0 10.9 0.0 8.7 12.2 1.4 2.8 0.0 Cycle Q Clear(g_c), s 2.0 0.0 10.9 0.0 8.7 12.2 1.4 2.8 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 221 0 387 0 2333 1086 33 3907 0 V/C Ratio(X)0.16 0.00 0.81 0.00 0.30 0.39 0.61 0.13 0.00 Avail Cap(c_a), veh/h 553 0 968 0 2333 1086 290 3907 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.90 0.90 1.00 1.00 0.00 Uniform Delay (d), s/veh 42.9 0.0 46.8 0.0 6.0 6.5 53.4 3.2 0.0 Incr Delay (d2), s/veh 0.3 0.0 3.1 0.0 0.3 0.9 6.8 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 4.2 0.0 2.3 3.2 0.6 0.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.1 0.0 49.8 0.0 6.3 7.4 60.2 3.3 0.0 LnGrp LOS D A D A A A E A A Approach Vol, veh/h 349 1124 530 Approach Delay, s/veh 49.1 6.7 5.4 Approach LOS D A A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 7.0 83.9 19.2 90.8 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 3.4 14.2 12.9 4.8 Green Ext Time (p_c), s 0.0 4.5 0.9 1.9 Intersection Summary HCM 6th Ctrl Delay 13.8 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 7.1-33 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/23/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 179 177 111 55 195 83 193 837 31 163 730 103 Future Volume (vph) 179 177 111 55 195 83 193 837 31 163 730 103 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)10.0 51.0 12.4 53.4 53.4 11.0 44.6 44.6 12.0 45.6 45.6 Total Split (%)8.3% 42.5% 10.3% 44.5% 44.5% 9.2% 37.2% 37.2% 10.0% 38.0% 38.0% Yellow Time (s) 3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 87.8 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 7.1-34 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/23/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 179 177 111 55 195 83 193 837 31 163 730 103 Future Volume (veh/h) 179 177 111 55 195 83 193 837 31 163 730 103 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 188 186 0 58 205 31 203 881 19 172 768 65 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 232 527 155 434 194 280 2485 771 249 2440 757 Arrive On Green 0.07 0.15 0.00 0.04 0.12 0.12 0.08 0.49 0.49 0.07 0.48 0.48 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 5106 1585 3456 5106 1584 Grp Volume(v), veh/h 188 186 0 58 205 31 203 881 19 172 768 65 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1702 1585 1728 1702 1584 Q Serve(g_s), s 4.4 3.8 0.0 1.3 4.4 1.4 4.7 8.8 0.5 4.0 7.6 1.8 Cycle Q Clear(g_c), s 4.4 3.8 0.0 1.3 4.4 1.4 4.7 8.8 0.5 4.0 7.6 1.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 232 527 155 434 194 280 2485 771 249 2440 757 V/C Ratio(X)0.81 0.35 0.38 0.47 0.16 0.72 0.35 0.02 0.69 0.31 0.09 Avail Cap(c_a), veh/h 232 1980 346 2085 930 287 2485 771 329 2440 757 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 31.3 0.0 38.0 33.5 32.2 36.7 13.0 10.9 37.1 13.1 11.6 Incr Delay (d2), s/veh 17.7 0.4 0.0 0.6 0.8 0.4 7.4 0.4 0.1 1.9 0.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 1.6 0.0 0.6 1.9 0.5 2.1 2.8 0.2 1.6 2.4 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.4 31.7 0.0 38.5 34.3 32.5 44.1 13.4 11.0 39.0 13.5 11.9 LnGrp LOS E C D C C D B B D B B Approach Vol, veh/h 374 A 294 1103 1005 Approach Delay, s/veh 43.6 34.9 19.0 17.7 Approach LOS D C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.1 46.3 7.9 17.5 10.8 45.6 10.0 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 7.8 38.1 * 8.2 45.6 * 6.8 39.1 5.5 48.0 Max Q Clear Time (g_c+I1), s 6.0 10.8 3.3 5.8 6.7 9.6 6.4 6.4 Green Ext Time (p_c), s 0.0 5.8 0.0 1.1 0.0 5.2 0.0 1.4 Intersection Summary HCM 6th Ctrl Delay 23.6 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 7.1-35 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 128 141 104 49 155 53 120 856 53 764 148 Future Volume (vph) 128 141 104 49 155 53 120 856 53 764 148 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.5 37.5 9.6 42.5 42.5 9.6 42.5 9.6 37.5 37.5 Total Split (s)10.4 43.3 43.3 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.9% 41.2% 41.2% 9.1% 40.5% 40.5% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 84.2 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 7.1-36 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 128 141 104 49 155 53 120 856 52 53 764 148 Future Volume (veh/h) 128 141 104 49 155 53 120 856 52 53 764 148 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 136 150 110 52 165 3 128 911 41 56 813 113 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 211 520 232 150 458 204 209 1659 75 156 2368 735 Arrive On Green 0.06 0.15 0.15 0.04 0.13 0.13 0.06 0.48 0.48 0.05 0.46 0.46 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3463 156 3456 5106 1584 Grp Volume(v), veh/h 136 150 110 52 165 3 128 467 485 56 813 113 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1777 1842 1728 1702 1584 Q Serve(g_s), s 3.0 2.9 4.9 1.1 3.3 0.1 2.8 14.4 14.4 1.2 7.9 3.2 Cycle Q Clear(g_c), s 3.0 2.9 4.9 1.1 3.3 0.1 2.8 14.4 14.4 1.2 7.9 3.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.08 1.00 1.00 Lane Grp Cap(c), veh/h 211 520 232 150 458 204 209 851 882 156 2368 735 V/C Ratio(X) 0.65 0.29 0.47 0.35 0.36 0.01 0.61 0.55 0.55 0.36 0.34 0.15 Avail Cap(c_a), veh/h 258 1685 751 223 1648 735 223 851 882 223 2368 735 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 29.5 30.4 36.1 30.9 29.5 35.6 14.3 14.3 36.0 13.3 12.0 Incr Delay (d2), s/veh 2.0 0.3 1.5 0.5 0.5 0.0 2.9 2.5 2.5 0.5 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 1.1 1.8 0.4 1.3 0.0 1.2 5.2 5.4 0.5 2.5 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.6 29.8 31.9 36.6 31.4 29.5 38.5 16.8 16.8 36.5 13.7 12.5 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 396 220 1080 982 Approach Delay, s/veh 33.1 32.6 19.4 14.8 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.1 43.7 8.0 17.9 9.3 42.5 9.3 16.5 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.8 36.0 Max Q Clear Time (g_c+I1), s 3.2 16.4 3.1 6.9 4.8 9.9 5.0 5.3 Green Ext Time (p_c), s 0.0 5.1 0.0 1.1 0.0 5.5 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 20.8 HCM 6th LOS C 7.1-37 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 57.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 245 57 25 771 821 113 Future Vol, veh/h 245 57 25 771 821 113 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 261 61 27 820 873 120 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1337 437 993 0 - 0 Stage 1 873 - - - - - Stage 2 464 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 145 567 692 - - - Stage 1 369 - - - - - Stage 2 599 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 139 567 692 - - - Mov Cap-2 Maneuver ~ 139 - - - - - Stage 1 355 - - - - - Stage 2 599 - - - - - Approach EB NB SB HCM Control Delay, s$ 386.8 0.3 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)692 - 139 567 - - HCM Lane V/C Ratio 0.038 - 1.875 0.107 - - HCM Control Delay (s) 10.4 - $ 474 12.1 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0.1 - 20.1 0.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 7.1-38 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 277 510 138 133 434 136 175 460 132 263 553 212 Future Volume (vph) 277 510 138 133 434 136 175 460 132 263 553 212 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 104.3 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 7.1-39 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 277 510 138 133 434 136 175 460 132 263 553 212 Future Volume (veh/h) 277 510 138 133 434 136 175 460 132 263 553 212 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 283 520 86 136 443 75 179 469 72 268 564 156 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 348 763 339 201 611 272 249 1450 639 336 1540 675 Arrive On Green 0.10 0.21 0.21 0.06 0.17 0.17 0.07 0.41 0.41 0.10 0.43 0.43 Sat Flow, veh/h 3456 3554 1581 3456 3554 1585 3456 3554 1565 3456 3554 1556 Grp Volume(v), veh/h 283 520 86 136 443 75 179 469 72 268 564 156 Grp Sat Flow(s),veh/h/ln 1728 1777 1581 1728 1777 1585 1728 1777 1565 1728 1777 1556 Q Serve(g_s), s 7.9 13.2 4.4 3.8 11.6 4.0 5.0 8.8 2.8 7.5 10.5 6.2 Cycle Q Clear(g_c), s 7.9 13.2 4.4 3.8 11.6 4.0 5.0 8.8 2.8 7.5 10.5 6.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 348 763 339 201 611 272 249 1450 639 336 1540 675 V/C Ratio(X) 0.81 0.68 0.25 0.68 0.73 0.28 0.72 0.32 0.11 0.80 0.37 0.23 Avail Cap(c_a), veh/h 366 1367 608 313 1313 586 457 1450 639 408 1540 675 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.3 35.5 32.0 45.4 38.5 35.4 44.6 19.8 18.0 43.4 18.7 17.5 Incr Delay (d2), s/veh 11.5 1.1 0.4 1.5 1.7 0.5 1.5 0.6 0.4 7.2 0.7 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 5.5 1.6 1.6 4.9 1.5 2.1 3.5 1.0 3.3 4.0 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.7 36.6 32.4 46.9 40.2 35.9 46.1 20.4 18.4 50.6 19.4 18.3 LnGrp LOS D D C D D D D C B D B B Approach Vol, veh/h 889 654 720 988 Approach Delay, s/veh 42.0 41.1 26.6 27.7 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.2 46.5 10.3 27.3 11.7 49.0 14.5 23.1 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 9.5 10.8 5.8 15.2 7.0 12.5 9.9 13.6 Green Ext Time (p_c), s 0.1 3.1 0.1 3.3 0.1 3.9 0.0 2.8 Intersection Summary HCM 6th Ctrl Delay 34.0 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 7.1-40 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 177 209 91 288 83 73 525 117 97 580 196 Future Volume (vph) 177 209 91 288 83 73 525 117 97 580 196 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 90.3 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 7.1-41 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 177 209 119 91 288 83 73 525 117 97 580 196 Future Volume (veh/h) 177 209 119 91 288 83 73 525 117 97 580 196 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 192 227 80 99 313 50 79 571 76 105 630 133 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 278 412 141 194 478 213 180 1632 728 197 1649 731 Arrive On Green 0.08 0.16 0.16 0.06 0.13 0.13 0.05 0.46 0.46 0.06 0.46 0.46 Sat Flow, veh/h 3456 2597 890 3456 3554 1585 3456 3554 1585 3456 3554 1576 Grp Volume(v), veh/h 192 153 154 99 313 50 79 571 76 105 630 133 Grp Sat Flow(s),veh/h/ln 1728 1777 1710 1728 1777 1585 1728 1777 1585 1728 1777 1576 Q Serve(g_s), s 4.3 6.3 6.6 2.2 6.6 2.2 1.7 8.2 2.1 2.3 9.1 3.9 Cycle Q Clear(g_c), s 4.3 6.3 6.6 2.2 6.6 2.2 1.7 8.2 2.1 2.3 9.1 3.9 Prop In Lane 1.00 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 278 282 271 194 478 213 180 1632 728 197 1649 731 V/C Ratio(X) 0.69 0.54 0.57 0.51 0.65 0.23 0.44 0.35 0.10 0.53 0.38 0.18 Avail Cap(c_a), veh/h 552 843 811 552 1686 752 552 1632 728 552 1649 731 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.3 30.5 30.7 36.2 32.4 30.5 36.2 13.7 12.1 36.2 13.8 12.4 Incr Delay (d2), s/veh 1.2 1.6 1.9 0.8 1.5 0.6 0.6 0.6 0.3 0.8 0.7 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 2.6 2.6 0.9 2.7 0.8 0.7 2.9 0.7 0.9 3.2 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.5 32.2 32.5 36.9 33.9 31.0 36.9 14.3 12.4 37.0 14.4 12.9 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 499 462 726 868 Approach Delay, s/veh 33.9 34.2 16.6 16.9 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.1 42.4 9.0 18.3 8.7 42.8 10.9 16.4 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 4.3 10.2 4.2 8.6 3.7 11.1 6.3 8.6 Green Ext Time (p_c), s 0.1 3.7 0.1 1.6 0.1 4.3 0.2 2.0 Intersection Summary HCM 6th Ctrl Delay 23.3 HCM 6th LOS C 7.1-42 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)53 656 77 19 524 39 53 67 27 54 75 33 Future Volume (vph)53 656 77 19 524 39 53 67 27 54 75 33 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 83.7 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 7.1-43 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 53 656 77 19 524 39 53 67 27 54 75 33 Future Volume (veh/h) 53 656 77 19 524 39 53 67 27 54 75 33 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 60 737 86 21 589 42 60 75 30 61 84 37 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 84 1820 801 42 1735 774 84 468 209 85 469 209 Arrive On Green 0.05 0.51 0.51 0.02 0.49 0.49 0.05 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1564 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 60 737 86 21 589 42 60 75 30 61 84 37 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.5 9.7 2.2 0.9 7.7 1.1 2.5 1.4 1.3 2.6 1.6 1.6 Cycle Q Clear(g_c), s 2.5 9.7 2.2 0.9 7.7 1.1 2.5 1.4 1.3 2.6 1.6 1.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 84 1820 801 42 1735 774 84 468 209 85 469 209 V/C Ratio(X) 0.71 0.41 0.11 0.50 0.34 0.05 0.71 0.16 0.14 0.72 0.18 0.18 Avail Cap(c_a), veh/h 259 1820 801 259 1735 774 259 1848 824 259 1848 824 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 11.4 9.5 36.6 11.9 10.2 35.6 29.2 29.1 35.6 29.2 29.2 Incr Delay (d2), s/veh 4.1 0.7 0.3 3.4 0.5 0.1 4.1 0.2 0.3 4.2 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 3.2 0.7 0.4 2.6 0.3 1.1 0.6 0.5 1.1 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.7 12.1 9.8 39.9 12.4 10.3 39.7 29.3 29.4 39.8 29.4 29.6 LnGrp LOS D B A D B B D C C D C C Approach Vol, veh/h 883 652 165 182 Approach Delay, s/veh 13.7 13.2 33.1 32.9 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.2 16.2 6.4 45.0 8.2 16.2 8.2 43.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 4.6 3.4 2.9 11.7 4.5 3.6 4.5 9.7 Green Ext Time (p_c), s 0.0 0.5 0.0 5.0 0.0 0.5 0.0 3.8 Intersection Summary HCM 6th Ctrl Delay 17.1 HCM 6th LOS B 7.1-44 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)31 494 53 31 540 127 44 101 37 150 117 32 Future Volume (vph)31 494 53 31 540 127 44 101 37 150 117 32 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 71.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 7.1-45 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 494 53 31 540 127 44 101 37 150 117 32 Future Volume (veh/h) 31 494 53 31 540 127 44 101 37 150 117 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 32 509 43 32 557 96 45 104 24 155 121 27 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 59 1906 839 59 1906 839 297 662 295 306 662 295 Arrive On Green 0.03 0.54 0.54 0.03 0.54 0.54 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1781 3554 1564 1781 3554 1565 1240 3554 1585 1262 3554 1585 Grp Volume(v), veh/h 32 509 43 32 557 96 45 104 24 155 121 27 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1565 1240 1777 1585 1262 1777 1585 Q Serve(g_s), s 1.3 5.5 0.9 1.3 6.1 2.1 2.2 1.7 0.9 8.3 2.0 1.0 Cycle Q Clear(g_c), s 1.3 5.5 0.9 1.3 6.1 2.1 4.3 1.7 0.9 10.0 2.0 1.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 59 1906 839 59 1906 839 297 662 295 306 662 295 V/C Ratio(X) 0.54 0.27 0.05 0.54 0.29 0.11 0.15 0.16 0.08 0.51 0.18 0.09 Avail Cap(c_a), veh/h 694 1906 839 694 1906 839 715 1861 830 732 1861 830 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.7 8.9 7.8 33.7 9.0 8.1 26.1 24.2 23.8 28.4 24.3 23.9 Incr Delay (d2), s/veh 2.9 0.3 0.1 2.9 0.4 0.3 0.2 0.1 0.1 1.3 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.7 0.3 0.5 1.9 0.6 0.6 0.7 0.3 2.3 0.8 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.6 9.2 7.9 36.6 9.4 8.4 26.3 24.3 23.9 29.7 24.4 24.0 LnGrp LOS D A A D A A C C C C C C Approach Vol, veh/h 584 685 173 303 Approach Delay, s/veh 10.6 10.5 24.7 27.1 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 19.7 6.9 44.2 19.7 6.9 44.2 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 6.3 3.3 7.5 12.0 3.3 8.1 Green Ext Time (p_c), s 0.7 0.0 3.3 1.2 0.0 3.8 Intersection Summary HCM 6th Ctrl Delay 14.8 HCM 6th LOS B 7.1-46 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 7.2: EAP (2022, SPECIAL EVENT) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/23/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 483 24 152 426 167 v/c Ratio 0.82 0.04 0.08 0.28 0.06 Control Delay 43.9 5.6 9.0 1.2 11.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 43.9 5.6 9.0 1.2 11.8 Queue Length 50th (ft) 308 0 27 0 16 Queue Length 95th (ft) 377 13 30 59 34 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 809 759 1850 1538 2744 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.60 0.03 0.08 0.28 0.06 Intersection Summary 7.2-1 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/23/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 36 343 341 903 20 622 v/c Ratio 0.17 0.82 0.82 0.26 0.23 0.16 Control Delay 40.7 27.1 26.5 5.9 57.6 2.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.7 27.1 26.5 5.9 57.6 2.5 Queue Length 50th (ft) 23 49 48 39 11 5 Queue Length 95th (ft) 47 145 144 128 m23 82 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 547 642 642 3459 284 3901 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.53 0.53 0.26 0.07 0.16 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 7.2-2 Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 392 24 170 552 149 v/c Ratio 0.79 0.05 0.08 0.36 0.05 Control Delay 47.1 6.8 6.8 1.5 9.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 47.1 6.8 6.8 1.5 9.1 Queue Length 50th (ft) 255 0 26 0 12 Queue Length 95th (ft) 321 15 31 86 27 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 809 759 2034 1538 3008 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.48 0.03 0.08 0.36 0.05 Intersection Summary 7.2-3 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/21/2019 EAP (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 36 278 276 1144 20 510 v/c Ratio 0.24 0.74 0.73 0.32 0.23 0.12 Control Delay 48.3 17.7 17.5 4.7 63.5 1.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 48.3 17.7 17.5 4.7 63.5 1.2 Queue Length 50th (ft) 25 1 0 39 12 4 Queue Length 95th (ft) 52 82 80 146 m26 36 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 547 646 645 3625 284 4086 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.43 0.43 0.32 0.07 0.12 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 7.2-4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 7.3: EAP (2022, SPECIAL EVENT) CONDITIONS FREEWAY FACILITY WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAP 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Arrival Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2758 7200 0.38 70.0 13.1 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2758 545 7200 1900 0.38 0.29 59.4 54.8 15.5 14.4 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2192 7200 0.30 70.0 10.4 A Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.971 2663 471 9600 1900 0.23 0.25 70.0 -7.8 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 7.3-1 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.962 2668 9600 0.28 70.0 9.5 A Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2690 22 9600 2100 0.28 0.01 66.2 62.7 10.2 9.3 A Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2690 7200 0.37 70.0 12.8 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.6 11.8 11.3 2.9 B Facility Overall Results Space Mean Speed, mi/h 68.6 Density, veh/mi/ln 11.3 Average Travel Time, min 2.9 Density, pc/mi/ln 11.8 7.3-2 2000 2500 3000 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 20 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/23/2019 11:10:0 01 SAT -10 WB - Arrival.xu7.3-3 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAP 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Arrival Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3424 9600 0.36 70.0 12.2 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.962 3424 788 7200 2000 0.48 0.39 60.6 56.0 18.8 18.3 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2636 7200 0.37 70.0 12.6 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.990 3031 395 7200 2100 0.42 0.19 64.1 62.2 15.8 15.8 B Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3043 7200 0.42 70.0 14.5 B7.3-4 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.4 13.8 13.2 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.4 Density, veh/mi/ln 13.2 Average Travel Time, min 2.7 Density, pc/mi/ln 13.8 7.3-5 2500 3000 3500 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/23/2019 11:11:1 02 SAT -10 EB - Arrival.xu7.3-6 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAP 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Departure Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2658 7200 0.37 70.0 12.7 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.990 2658 452 7200 1900 0.37 0.24 59.6 55.0 14.9 13.7 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2192 7200 0.30 70.0 10.4 A Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.980 2796 604 9600 1900 0.23 0.32 70.0 -7.8 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 7.3-7 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.962 2808 9600 0.29 70.0 10.0 A Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2830 22 9600 2100 0.29 0.01 66.1 62.7 10.7 9.7 A Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2830 7200 0.39 70.0 13.5 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.7 12.0 11.5 2.9 B Facility Overall Results Space Mean Speed, mi/h 68.7 Density, veh/mi/ln 11.5 Average Travel Time, min 2.9 Density, pc/mi/ln 12.0 7.3-8 2000 2500 3000 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/23/2019 11:12:4 03 SAT -10 WB - Departure.xu7.3-9 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAP 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Departure Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3317 9600 0.35 70.0 11.8 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.952 3317 653 7200 2000 0.46 0.33 61.0 56.4 18.1 17.5 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2636 7200 0.37 70.0 12.6 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 3124 488 7200 2100 0.43 0.23 64.0 62.2 16.3 16.5 B Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3143 7200 0.44 70.0 15.0 B7.3-10 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.4 13.8 13.2 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.4 Density, veh/mi/ln 13.2 Average Travel Time, min 2.7 Density, pc/mi/ln 13.8 7.3-11 2500 3000 3500 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/23/2019 11:13:3 04 SAT -10 EB - Departure.xu7.3-12 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 7.4: EAP (2022, SPECIAL EVENT) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 118 29 53 654 938 240 Future Volume (vph) 118 29 53 654 938 240 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 28.2 28.2 Total Split (s)34.0 34.0 20.0 86.0 66.0 66.0 Total Split (%)28.3% 28.3% 16.7% 71.7% 55.0% 55.0% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 7.4-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Special Event Saturday Arrival Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 118 29 53 654 938 240 Future Volume (veh/h) 118 29 53 654 938 240 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 126 31 56 696 998 255 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 156 138 72 2923 2643 1179 Arrive On Green 0.09 0.09 0.04 0.82 0.74 0.74 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 126 31 56 696 998 255 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 8.3 2.2 3.7 5.2 12.0 5.9 Cycle Q Clear(g_c), s 8.3 2.2 3.7 5.2 12.0 5.9 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 156 138 72 2923 2643 1179 V/C Ratio(X) 0.81 0.22 0.77 0.24 0.38 0.22 Avail Cap(c_a), veh/h 436 388 229 2923 2643 1179 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.93 0.93 0.89 0.89 Uniform Delay (d), s/veh 53.8 51.0 57.0 2.3 5.5 4.7 Incr Delay (d2), s/veh 3.8 0.3 6.0 0.2 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 2.0 1.7 0.9 3.3 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.6 51.3 63.0 2.5 5.8 5.1 LnGrp LOS E D E A A A Approach Vol, veh/h 157 752 1253 Approach Delay, s/veh 56.3 7.0 5.7 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 104.9 15.1 9.5 95.4 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 79.8 29.4 15.4 59.8 Max Q Clear Time (g_c+I1), s 7.2 10.3 5.7 14.0 Green Ext Time (p_c), s 4.6 0.2 0.0 8.6 Intersection Summary HCM 6th Ctrl Delay 9.8 HCM 6th LOS A 7.4-2 Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Special Event Saturday Departure Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 245 57 25 771 821 113 Future Volume (vph) 245 57 25 771 821 113 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 28.2 28.2 Total Split (s)34.0 34.0 20.0 86.0 66.0 66.0 Total Split (%)28.3% 28.3% 16.7% 71.7% 55.0% 55.0% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 7.4-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAP (2022) - Special Event Saturday Departure Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 245 57 25 771 821 113 Future Volume (veh/h) 245 57 25 771 821 113 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 261 61 27 820 873 120 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 291 259 44 2653 2429 1083 Arrive On Green 0.16 0.16 0.02 0.75 0.68 0.68 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 261 61 27 820 873 120 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 17.2 4.0 1.8 9.1 12.4 3.1 Cycle Q Clear(g_c), s 17.2 4.0 1.8 9.1 12.4 3.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 291 259 44 2653 2429 1083 V/C Ratio(X) 0.90 0.24 0.61 0.31 0.36 0.11 Avail Cap(c_a), veh/h 436 388 229 2653 2429 1083 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.86 0.86 0.95 0.95 Uniform Delay (d), s/veh 49.2 43.7 57.9 5.0 8.0 6.5 Incr Delay (d2), s/veh 11.2 0.2 4.4 0.3 0.4 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.6 3.7 0.8 2.5 3.9 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.4 43.8 62.3 5.3 8.4 6.7 LnGrp LOS E D E A A A Approach Vol, veh/h 322 847 993 Approach Delay, s/veh 57.3 7.1 8.2 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 95.8 24.2 7.6 88.2 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 79.8 29.4 15.4 59.8 Max Q Clear Time (g_c+I1), s 11.1 19.2 3.8 14.4 Green Ext Time (p_c), s 5.7 0.4 0.0 6.6 Intersection Summary HCM 6th Ctrl Delay 15.1 HCM 6th LOS B 7.4-4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 8.1: EAPC (2022, TYPICAL OPERATION) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 194 727 246 289 476 190 229 1290 199 238 1080 115 Future Volume (vph) 194 727 246 289 476 190 229 1290 199 238 1080 115 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 108.7 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 8.1-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 194 727 246 289 476 190 229 1290 199 238 1080 115 Future Volume (veh/h) 194 727 246 289 476 190 229 1290 199 238 1080 115 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 202 757 0 301 496 0 239 1344 118 248 1125 56 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 266 1061 367 1210 304 1970 611 315 1987 616 Arrive On Green 0.08 0.21 0.00 0.11 0.24 0.00 0.09 0.39 0.39 0.09 0.39 0.39 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1584 3456 5106 1584 Grp Volume(v), veh/h 202 757 0 301 496 0 239 1344 118 248 1125 56 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1584 1728 1702 1584 Q Serve(g_s), s 6.0 14.4 0.0 8.9 8.6 0.0 7.1 22.9 5.2 7.3 18.0 2.3 Cycle Q Clear(g_c), s 6.0 14.4 0.0 8.9 8.6 0.0 7.1 22.9 5.2 7.3 18.0 2.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 266 1061 367 1210 304 1970 611 315 1987 616 V/C Ratio(X)0.76 0.71 0.82 0.41 0.79 0.68 0.19 0.79 0.57 0.09 Avail Cap(c_a), veh/h 344 1556 477 1752 378 1970 611 477 1987 616 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.2 38.4 0.0 45.6 33.6 0.0 46.6 26.7 21.3 46.4 25.0 20.2 Incr Delay (d2), s/veh 4.9 0.9 0.0 6.6 0.2 0.0 6.7 1.9 0.7 2.4 1.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 5.8 0.0 4.0 3.4 0.0 3.2 8.9 1.9 3.1 6.8 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.1 39.4 0.0 52.2 33.9 0.0 53.3 28.6 22.0 48.8 26.1 20.5 LnGrp LOS D D D C D C C D C C Approach Vol, veh/h 959 A 797 A 1701 1429 Approach Delay, s/veh 42.0 40.8 31.6 29.9 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.1 46.6 15.7 27.9 13.8 47.0 12.6 30.9 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 9.3 24.9 10.9 16.4 9.1 20.0 8.0 10.6 Green Ext Time (p_c), s 0.2 7.1 0.2 4.1 0.1 7.2 0.1 3.0 Intersection Summary HCM 6th Ctrl Delay 34.7 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 8.1-2 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)68 840 231 204 623 168 213 684 209 83 448 Future Volume (vph)68 840 231 204 623 168 213 684 209 83 448 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 116.9 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 8.1-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 68 840 231 204 623 168 213 684 209 83 448 54 Future Volume (veh/h) 68 840 231 204 623 168 213 684 209 83 448 54 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 72 884 154 215 656 99 224 720 137 87 472 38 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 92 1004 440 243 1305 574 239 1171 516 110 856 69 Arrive On Green 0.05 0.28 0.28 0.14 0.37 0.37 0.13 0.33 0.33 0.06 0.26 0.26 Sat Flow, veh/h 1781 3554 1559 1781 3554 1564 1781 3554 1565 1781 3332 267 Grp Volume(v), veh/h 72 884 154 215 656 99 224 720 137 87 251 259 Grp Sat Flow(s),veh/h/ln 1781 1777 1559 1781 1777 1564 1781 1777 1565 1781 1777 1822 Q Serve(g_s), s 4.6 27.3 9.0 13.6 16.4 4.9 14.3 19.5 7.4 5.5 14.0 14.1 Cycle Q Clear(g_c), s 4.6 27.3 9.0 13.6 16.4 4.9 14.3 19.5 7.4 5.5 14.0 14.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.15 Lane Grp Cap(c), veh/h 92 1004 440 243 1305 574 239 1171 516 110 457 468 V/C Ratio(X) 0.78 0.88 0.35 0.89 0.50 0.17 0.94 0.61 0.27 0.79 0.55 0.55 Avail Cap(c_a), veh/h 112 1109 486 272 1427 628 239 1171 516 135 457 468 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.8 39.3 32.8 48.7 28.2 24.5 49.2 32.3 28.3 53.1 36.9 36.9 Incr Delay (d2), s/veh 20.2 7.9 0.5 24.1 0.3 0.1 40.7 2.4 1.3 18.2 4.7 4.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 12.3 3.3 7.4 6.6 1.7 8.8 8.3 2.8 2.9 6.3 6.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 74.0 47.2 33.3 72.7 28.5 24.7 89.9 34.8 29.5 71.3 41.6 41.6 LnGrp LOS E D C E C C F C C E D D Approach Vol, veh/h 1110 970 1081 597 Approach Delay, s/veh 47.0 37.9 45.5 45.9 Approach LOS D D D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.7 44.2 20.2 38.6 20.0 35.9 10.5 48.3 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 7.5 21.5 15.6 29.3 16.3 16.1 6.6 18.4 Green Ext Time (p_c), s 0.0 4.2 0.1 3.2 0.0 2.1 0.0 4.5 Intersection Summary HCM 6th Ctrl Delay 44.1 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 8.1-4 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 151 995 44 84 831 70 62 6 84 2 91 Future Volume (vph) 151 995 44 84 831 70 62 6 84 2 91 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 82.2 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 8.1-5 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 151 995 44 84 831 70 62 6 139 84 2 91 Future Volume (veh/h) 151 995 44 84 831 70 62 6 139 84 2 91 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 154 1015 0 86 848 69 63 6 74 86 2 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 241 1575 111 1550 682 88 17 210 195 282 Arrive On Green 0.07 0.44 0.00 0.06 0.44 0.44 0.05 0.14 0.14 0.06 0.15 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1564 1781 119 1466 3456 1870 1585 Grp Volume(v), veh/h 154 1015 0 86 848 69 63 0 80 86 2 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1564 1781 0 1585 1728 1870 1585 Q Serve(g_s), s 3.2 16.3 0.0 3.5 13.0 1.9 2.6 0.0 3.3 1.8 0.1 0.0 Cycle Q Clear(g_c), s 3.2 16.3 0.0 3.5 13.0 1.9 2.6 0.0 3.3 1.8 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.93 1.00 1.00 Lane Grp Cap(c), veh/h 241 1575 111 1550 682 88 0 228 195 282 V/C Ratio(X)0.64 0.64 0.77 0.55 0.10 0.72 0.00 0.35 0.44 0.01 Avail Cap(c_a), veh/h 706 1575 364 1550 682 364 0 786 706 928 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.2 15.9 0.0 33.9 15.3 12.2 34.4 0.0 28.3 33.5 26.5 0.0 Incr Delay (d2), s/veh 1.1 2.0 0.0 4.3 1.4 0.3 4.1 0.0 0.9 0.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 5.8 0.0 1.5 4.6 0.6 1.2 0.0 1.3 0.7 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.3 18.0 0.0 38.1 16.7 12.5 38.4 0.0 29.3 34.1 26.5 0.0 LnGrp LOS C B D B B D A C C C Approach Vol, veh/h 1169 A 1003 143 88 A Approach Delay, s/veh 20.1 18.3 33.3 33.9 Approach LOS C B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.7 16.7 9.2 38.7 8.2 17.3 9.7 38.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 3.8 5.3 5.5 18.3 4.6 2.1 5.2 15.0 Green Ext Time (p_c), s 0.1 0.5 0.1 5.4 0.0 0.0 0.2 5.1 Intersection Summary HCM 6th Ctrl Delay 20.6 HCM 6th LOS C Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 8.1-6 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)1 134 575 734 411 Future Volume (vph)1 134 575 734 411 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)75.0 75.0 35.0 35.0 Total Split (%)68.2% 68.2% 31.8% 31.8% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 8.1-7 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 563 1 134 0 575 734 0 411 128 Future Volume (veh/h) 0 0 0 563 1 134 0 575 734 0 411 128 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 907 1900 0 1796 1826 0 1737 1737 Adj Flow Rate, veh/h 599 1 126 0 612 0 0 437 118 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %0 67 0 0 7 5 0 11 11 Cap, veh/h 547 1 1020 0 900 0 987 258 Arrive On Green 0.63 0.63 0.63 0.00 0.26 0.00 0.00 0.26 0.26 Sat Flow, veh/h 862 1 1610 0 3503 1547 0 3901 978 Grp Volume(v), veh/h 600 0 126 0 612 0 0 367 188 Grp Sat Flow(s),veh/h/ln 864 0 1610 0 1706 1547 0 1581 1561 Q Serve(g_s), s 69.7 0.0 3.4 0.0 17.7 0.0 0.0 10.6 11.1 Cycle Q Clear(g_c), s 69.7 0.0 3.4 0.0 17.7 0.0 0.0 10.6 11.1 Prop In Lane 1.00 1.00 0.00 1.00 0.00 0.63 Lane Grp Cap(c), veh/h 547 0 1020 0 900 0 833 412 V/C Ratio(X)1.10 0.00 0.12 0.00 0.68 0.00 0.44 0.46 Avail Cap(c_a), veh/h 547 0 1020 0 900 0 833 412 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 20.2 0.0 8.0 0.0 36.3 0.0 0.0 33.7 33.9 Incr Delay (d2), s/veh 67.3 0.0 0.1 0.0 4.1 0.0 0.0 1.7 3.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 21.7 0.0 1.1 0.0 7.4 0.0 0.0 4.0 4.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 87.5 0.0 8.1 0.0 40.5 0.0 0.0 35.4 37.6 LnGrp LOS F A A A D A D D Approach Vol, veh/h 726 612 A 555 Approach Delay, s/veh 73.7 40.5 36.1 Approach LOS E D D Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 35.0 35.0 75.0 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 29.0 29.0 69.7 Max Q Clear Time (g_c+I1), s 19.7 13.1 71.7 Green Ext Time (p_c), s 1.6 1.7 0.0 Intersection Summary HCM 6th Ctrl Delay 51.9 HCM 6th LOS D Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 8.1-8 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph) 134 2 531 1175 120 852 Future Volume (vph) 134 2 531 1175 120 852 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 8.1-9 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 134 2 531 0 0 0 0 1175 835 120 852 0 Future Volume (veh/h) 134 2 531 0 0 0 0 1175 835 120 852 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1781 1900 1752 0 1811 1811 1426 1811 0 Adj Flow Rate, veh/h 141 0 267 0 1237 828 126 897 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 8 0 10 0 6 6 32 6 0 Cap, veh/h 195 0 342 0 2082 969 146 3868 0 Arrive On Green 0.12 0.00 0.12 0.00 0.63 0.63 0.11 0.78 0.00 Sat Flow, veh/h 1697 0 2969 0 3459 1535 1358 5107 0 Grp Volume(v), veh/h 141 0 267 0 1237 828 126 897 0 Grp Sat Flow(s),veh/h/ln 1697 0 1485 0 1648 1535 1358 1648 0 Q Serve(g_s), s 8.8 0.0 9.6 0.0 24.3 47.5 10.0 5.3 0.0 Cycle Q Clear(g_c), s 8.8 0.0 9.6 0.0 24.3 47.5 10.0 5.3 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 195 0 342 0 2082 969 146 3868 0 V/C Ratio(X)0.72 0.00 0.78 0.00 0.59 0.85 0.86 0.23 0.00 Avail Cap(c_a), veh/h 535 0 937 0 2082 969 251 3868 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.60 0.60 1.00 1.00 0.00 Uniform Delay (d), s/veh 47.0 0.0 47.3 0.0 11.9 16.2 48.3 3.2 0.0 Incr Delay (d2), s/veh 3.7 0.0 2.9 0.0 0.8 6.0 5.9 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 0.0 3.6 0.0 7.4 14.7 3.5 1.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.7 0.0 50.3 0.0 12.7 22.2 54.2 3.3 0.0 LnGrp LOS D A D A B C D A A Approach Vol, veh/h 408 2065 1023 Approach Delay, s/veh 50.4 16.5 9.6 Approach LOS D B A Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 16.6 75.5 18.0 92.0 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 12.0 49.5 11.6 7.3 Green Ext Time (p_c), s 0.1 0.0 1.0 3.7 Intersection Summary HCM 6th Ctrl Delay 18.4 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 8.1-10 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 544 293 137 65 219 176 225 1234 41 207 897 237 Future Volume (vph) 544 293 137 65 219 176 225 1234 41 207 897 237 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)22.0 51.0 12.4 41.4 41.4 13.0 43.8 43.8 12.8 43.6 43.6 Total Split (%)18.3% 42.5% 10.3% 34.5% 34.5% 10.8% 36.5% 36.5% 10.7% 36.3% 36.3% Yellow Time (s)3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 100.1 Natural Cycle: 115 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 8.1-11 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 544 293 137 65 219 176 225 1234 41 207 897 237 Future Volume (veh/h) 544 293 137 65 219 176 225 1234 41 207 897 237 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 573 308 0 68 231 93 237 1299 30 218 944 171 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 637 890 154 382 168 306 2062 640 288 2034 629 Arrive On Green 0.18 0.25 0.00 0.04 0.11 0.11 0.09 0.40 0.40 0.08 0.40 0.40 Sat Flow, veh/h 3456 3554 1585 3456 3554 1563 3456 5106 1585 3456 5106 1578 Grp Volume(v), veh/h 573 308 0 68 231 93 237 1299 30 218 944 171 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1563 1728 1702 1585 1728 1702 1578 Q Serve(g_s), s 15.1 6.6 0.0 1.8 5.8 5.3 6.2 18.9 1.1 5.7 12.7 6.8 Cycle Q Clear(g_c), s 15.1 6.6 0.0 1.8 5.8 5.3 6.2 18.9 1.1 5.7 12.7 6.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 637 890 154 382 168 306 2062 640 288 2034 629 V/C Ratio(X)0.90 0.35 0.44 0.61 0.55 0.77 0.63 0.05 0.76 0.46 0.27 Avail Cap(c_a), veh/h 649 1740 304 1374 604 327 2062 640 319 2034 629 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.1 28.6 0.0 43.4 39.7 39.4 41.5 22.2 16.9 41.8 20.7 18.9 Incr Delay (d2), s/veh 14.9 0.2 0.0 0.7 1.5 2.8 9.1 1.5 0.1 7.6 0.8 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 2.7 0.0 0.8 2.5 2.1 2.9 6.9 0.4 2.6 4.6 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 52.0 28.9 0.0 44.1 41.2 42.3 50.6 23.7 17.0 49.4 21.4 20.0 LnGrp LOS D C D D D D C B D C B Approach Vol, veh/h 881 A 392 1566 1333 Approach Delay, s/veh 43.9 42.0 27.6 25.8 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.0 44.1 8.3 28.7 12.5 43.6 21.7 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 8.6 37.3 * 8.2 45.6 * 8.8 37.1 17.5 36.0 Max Q Clear Time (g_c+I1), s 7.7 20.9 3.8 8.6 8.2 14.7 17.1 7.8 Green Ext Time (p_c), s 0.0 7.5 0.0 2.0 0.0 6.5 0.1 1.7 Intersection Summary HCM 6th Ctrl Delay 31.8 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 8.1-12 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 315 294 167 47 206 73 114 1106 67 980 233 Future Volume (vph) 315 294 167 47 206 73 114 1106 67 980 233 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.5 37.5 9.6 42.5 42.5 9.6 42.5 9.6 37.5 37.5 Total Split (s)10.4 43.3 43.3 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.9% 41.2% 41.2% 9.1% 40.5% 40.5% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 85 Natural Cycle: 115 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 8.1-13 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 315 294 167 47 206 73 114 1106 76 67 980 233 Future Volume (veh/h) 315 294 167 47 206 73 114 1106 76 67 980 233 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 325 303 90 48 212 47 118 1140 62 69 1010 174 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 253 588 262 142 475 208 202 1589 86 170 2321 719 Arrive On Green 0.07 0.17 0.17 0.04 0.13 0.13 0.06 0.46 0.46 0.05 0.45 0.45 Sat Flow, veh/h 3456 3554 1579 3456 3554 1558 3456 3427 186 3456 5106 1583 Grp Volume(v), veh/h 325 303 90 48 212 47 118 591 611 69 1010 174 Grp Sat Flow(s),veh/h/ln 1728 1777 1579 1728 1777 1558 1728 1777 1837 1728 1702 1583 Q Serve(g_s), s 5.8 6.2 4.0 1.1 4.4 2.1 2.6 21.2 21.2 1.5 10.7 5.3 Cycle Q Clear(g_c), s 5.8 6.2 4.0 1.1 4.4 2.1 2.6 21.2 21.2 1.5 10.7 5.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 253 588 262 142 475 208 202 824 852 170 2321 719 V/C Ratio(X) 1.28 0.51 0.34 0.34 0.45 0.23 0.58 0.72 0.72 0.41 0.44 0.24 Avail Cap(c_a), veh/h 253 1651 734 218 1615 708 218 824 852 218 2321 719 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.7 30.1 29.2 36.9 31.6 30.7 36.4 17.1 17.1 36.5 14.7 13.2 Incr Delay (d2), s/veh 154.5 0.7 0.8 0.5 0.7 0.5 1.9 5.3 5.2 0.6 0.6 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.7 2.4 1.4 0.4 1.7 0.8 1.1 8.1 8.4 0.6 3.5 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 191.2 30.8 30.0 37.4 32.3 31.2 38.3 22.4 22.2 37.1 15.3 14.0 LnGrp LOS F C C D C C D C C D B B Approach Vol, veh/h 718 307 1320 1253 Approach Delay, s/veh 103.3 32.9 23.7 16.3 Approach LOS F C C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.5 43.2 7.9 19.6 9.2 42.5 10.4 17.1 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.8 36.0 Max Q Clear Time (g_c+I1), s 3.5 23.2 3.1 8.2 4.6 12.7 7.8 6.4 Green Ext Time (p_c), s 0.0 5.6 0.0 2.0 0.0 7.1 0.0 1.3 Intersection Summary HCM 6th Ctrl Delay 37.8 HCM 6th LOS D 8.1-14 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 15.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 101 53 27 1167 1072 76 Future Vol, veh/h 101 53 27 1167 1072 76 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 104 55 28 1203 1105 78 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1763 553 1183 0 - 0 Stage 1 1105 - - - - - Stage 2 658 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 75 477 586 - - - Stage 1 279 - - - - - Stage 2 477 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 71 477 586 - - - Mov Cap-2 Maneuver ~ 71 - - - - - Stage 1 266 - - - - - Stage 2 477 - - - - - Approach EB NB SB HCM Control Delay, s 248.4 0.3 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)586 - 71 477 - - HCM Lane V/C Ratio 0.048 - 1.467 0.115 - - HCM Control Delay (s) 11.4 -$ 371.6 13.5 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0.1 - 8.7 0.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 8.1-15 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 172 760 242 170 551 150 358 969 203 264 890 153 Future Volume (vph) 172 760 242 170 551 150 358 969 203 264 890 153 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 114 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 8.1-16 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 172 760 242 170 551 150 358 969 203 264 890 153 Future Volume (veh/h) 172 760 242 170 551 150 358 969 203 264 890 153 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 181 800 171 179 580 98 377 1020 158 278 937 94 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 241 961 421 238 957 420 405 1303 574 337 1233 549 Arrive On Green 0.07 0.27 0.27 0.07 0.27 0.27 0.12 0.37 0.37 0.10 0.35 0.35 Sat Flow, veh/h 3456 3554 1556 3456 3554 1558 3456 3554 1564 3456 3554 1581 Grp Volume(v), veh/h 181 800 171 179 580 98 377 1020 158 278 937 94 Grp Sat Flow(s),veh/h/ln 1728 1777 1556 1728 1777 1558 1728 1777 1564 1728 1777 1581 Q Serve(g_s), s 5.7 23.5 10.0 5.6 15.8 5.4 12.0 28.3 7.9 8.8 25.9 4.6 Cycle Q Clear(g_c), s 5.7 23.5 10.0 5.6 15.8 5.4 12.0 28.3 7.9 8.8 25.9 4.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 241 961 421 238 957 420 405 1303 574 337 1233 549 V/C Ratio(X) 0.75 0.83 0.41 0.75 0.61 0.23 0.93 0.78 0.28 0.83 0.76 0.17 Avail Cap(c_a), veh/h 324 1211 530 277 1163 510 405 1303 574 361 1233 549 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 50.6 38.1 33.2 50.7 35.4 31.6 48.5 31.2 24.7 49.1 32.1 25.1 Incr Delay (d2), s/veh 4.1 4.1 0.6 7.4 0.6 0.3 27.7 4.7 1.2 12.6 4.4 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 10.2 3.7 2.6 6.6 2.0 6.5 12.1 2.9 4.2 11.0 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.7 42.3 33.8 58.2 36.0 31.9 76.2 35.9 25.9 61.7 36.6 25.8 LnGrp LOS D D C E D C E D C E D C Approach Vol, veh/h 1152 857 1555 1309 Approach Delay, s/veh 43.0 40.2 44.7 41.1 Approach LOS D D D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 15.4 47.1 12.2 36.2 17.6 44.9 12.4 36.1 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 10.8 30.3 7.6 25.5 14.0 27.9 7.7 17.8 Green Ext Time (p_c), s 0.0 4.8 0.0 4.4 0.0 4.4 0.1 3.5 Intersection Summary HCM 6th Ctrl Delay 42.5 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 8.1-17 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 229 440 201 353 162 146 1048 293 165 907 198 Future Volume (vph) 229 440 201 353 162 146 1048 293 165 907 198 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 102.2 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 8.1-18 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 229 440 136 201 353 162 146 1048 293 165 907 198 Future Volume (veh/h) 229 440 136 201 353 162 146 1048 293 165 907 198 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 252 484 134 221 388 138 160 1152 236 181 997 149 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 326 620 170 295 771 339 232 1379 606 254 1402 617 Arrive On Green 0.09 0.23 0.23 0.09 0.22 0.22 0.07 0.39 0.39 0.07 0.39 0.39 Sat Flow, veh/h 3456 2744 754 3456 3554 1562 3456 3554 1562 3456 3554 1564 Grp Volume(v), veh/h 252 312 306 221 388 138 160 1152 236 181 997 149 Grp Sat Flow(s),veh/h/ln 1728 1777 1722 1728 1777 1562 1728 1777 1562 1728 1777 1564 Q Serve(g_s), s 6.6 15.4 15.6 5.8 9.0 7.1 4.2 27.4 10.2 4.8 22.0 5.9 Cycle Q Clear(g_c), s 6.6 15.4 15.6 5.8 9.0 7.1 4.2 27.4 10.2 4.8 22.0 5.9 Prop In Lane 1.00 0.44 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 326 401 389 295 771 339 232 1379 606 254 1402 617 V/C Ratio(X) 0.77 0.78 0.79 0.75 0.50 0.41 0.69 0.84 0.39 0.71 0.71 0.24 Avail Cap(c_a), veh/h 467 712 690 467 1425 626 467 1379 606 467 1402 617 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.3 33.9 34.0 41.7 32.1 31.4 42.6 25.8 20.6 42.3 23.8 18.9 Incr Delay (d2), s/veh 2.8 3.3 3.6 1.4 0.5 0.8 1.4 6.1 1.9 1.4 3.1 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 6.6 6.5 2.4 3.7 2.6 1.8 11.5 3.7 2.0 8.9 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.1 37.2 37.5 43.1 32.6 32.2 44.0 32.0 22.5 43.7 26.9 19.8 LnGrp LOS D D D D C C D C C D C B Approach Vol, veh/h 870 747 1548 1327 Approach Delay, s/veh 39.3 35.6 31.8 28.4 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.5 42.4 12.6 26.9 10.9 43.0 13.4 26.0 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 6.8 29.4 7.8 17.6 6.2 24.0 8.6 11.0 Green Ext Time (p_c), s 0.1 4.2 0.2 3.3 0.1 5.3 0.2 2.8 Intersection Summary HCM 6th Ctrl Delay 32.9 HCM 6th LOS C 8.1-19 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)45 1048 83 64 667 66 67 114 92 67 103 39 Future Volume (vph)45 1048 83 64 667 66 67 114 92 67 103 39 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 85 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 8.1-20 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 1048 83 64 667 66 67 114 92 67 103 39 Future Volume (veh/h) 45 1048 83 64 667 66 67 114 92 67 103 39 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 47 1092 60 67 695 48 70 119 38 70 107 29 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 74 1724 769 89 1754 772 90 466 205 90 466 208 Arrive On Green 0.04 0.49 0.49 0.05 0.49 0.49 0.05 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1585 1781 3554 1564 1781 3554 1563 1781 3554 1585 Grp Volume(v), veh/h 47 1092 60 67 695 48 70 119 38 70 107 29 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1564 1781 1777 1563 1781 1777 1585 Q Serve(g_s), s 2.0 17.4 1.5 2.8 9.4 1.2 3.0 2.3 1.7 3.0 2.1 1.2 Cycle Q Clear(g_c), s 2.0 17.4 1.5 2.8 9.4 1.2 3.0 2.3 1.7 3.0 2.1 1.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 74 1724 769 89 1754 772 90 466 205 90 466 208 V/C Ratio(X) 0.64 0.63 0.08 0.76 0.40 0.06 0.78 0.26 0.19 0.78 0.23 0.14 Avail Cap(c_a), veh/h 257 1724 769 257 1754 772 257 1836 808 257 1836 819 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.0 14.6 10.5 35.8 12.2 10.1 35.8 29.8 29.5 35.8 29.7 29.3 Incr Delay (d2), s/veh 3.4 1.8 0.2 4.9 0.7 0.2 5.2 0.3 0.4 5.2 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 6.0 0.5 1.3 3.2 0.4 1.3 0.9 0.6 1.3 0.8 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.4 16.4 10.7 40.6 12.8 10.2 41.0 30.1 29.9 41.0 29.9 29.6 LnGrp LOS D B B D B B D C C D C C Approach Vol, veh/h 1199 810 227 206 Approach Delay, s/veh 17.0 15.0 33.4 33.7 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.5 16.2 8.4 43.2 8.5 16.2 7.8 43.8 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 5.0 4.3 4.8 19.4 5.0 4.1 4.0 11.4 Green Ext Time (p_c), s 0.0 0.8 0.0 6.8 0.0 0.7 0.0 4.5 Intersection Summary HCM 6th Ctrl Delay 19.3 HCM 6th LOS B 8.1-21 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)31 983 90 56 679 168 71 155 97 224 155 24 Future Volume (vph)31 983 90 56 679 168 71 155 97 224 155 24 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 82.4 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 8.1-22 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 983 90 56 679 168 71 155 97 224 155 24 Future Volume (veh/h) 31 983 90 56 679 168 71 155 97 224 155 24 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 32 1013 68 58 700 115 73 160 36 231 160 14 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 57 1684 751 81 1732 761 369 942 414 363 942 415 Arrive On Green 0.03 0.47 0.47 0.05 0.49 0.49 0.26 0.26 0.26 0.26 0.26 0.26 Sat Flow, veh/h 1781 3554 1585 1781 3554 1562 1211 3554 1563 1187 3554 1565 Grp Volume(v), veh/h 32 1013 68 58 700 115 73 160 36 231 160 14 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1562 1211 1777 1563 1187 1777 1565 Q Serve(g_s), s 1.4 16.8 1.9 2.6 10.1 3.3 4.0 2.8 1.4 14.9 2.8 0.5 Cycle Q Clear(g_c), s 1.4 16.8 1.9 2.6 10.1 3.3 6.7 2.8 1.4 17.7 2.8 0.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 57 1684 751 81 1732 761 369 942 414 363 942 415 V/C Ratio(X) 0.57 0.60 0.09 0.72 0.40 0.15 0.20 0.17 0.09 0.64 0.17 0.03 Avail Cap(c_a), veh/h 613 1684 751 613 1732 761 608 1645 724 598 1645 724 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.3 15.5 11.6 37.8 13.1 11.4 25.3 22.7 22.2 29.5 22.7 21.9 Incr Delay (d2), s/veh 3.3 1.6 0.2 4.5 0.7 0.4 0.3 0.1 0.1 1.9 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 6.0 0.6 1.1 3.5 1.0 1.0 1.0 0.5 4.0 1.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.5 17.1 11.8 42.2 13.8 11.8 25.5 22.8 22.3 31.3 22.8 21.9 LnGrp LOS D B B D B B C C C C C C Approach Vol, veh/h 1113 873 269 405 Approach Delay, s/veh 17.5 15.4 23.4 27.6 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 27.7 8.2 44.2 27.7 7.1 45.3 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 8.7 4.6 18.8 19.7 3.4 12.1 Green Ext Time (p_c), s 1.2 0.1 6.5 1.5 0.0 4.8 Intersection Summary HCM 6th Ctrl Delay 19.0 HCM 6th LOS B 8.1-23 Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 130 428 131 327 307 168 143 1089 107 177 1268 68 Future Volume (vph) 130 428 131 327 307 168 143 1089 107 177 1268 68 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 100.4 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 8.1-24 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 130 428 131 327 307 168 143 1089 107 177 1268 68 Future Volume (veh/h) 130 428 131 327 307 168 143 1089 107 177 1268 68 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 131 432 0 330 310 0 144 1100 41 179 1281 49 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 199 720 406 1026 214 2199 682 254 2257 700 Arrive On Green 0.06 0.14 0.00 0.12 0.20 0.00 0.06 0.43 0.43 0.07 0.44 0.44 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1583 3456 5106 1584 Grp Volume(v), veh/h 131 432 0 330 310 0 144 1100 41 179 1281 49 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1583 1728 1702 1584 Q Serve(g_s), s 3.4 7.3 0.0 8.6 4.7 0.0 3.7 14.4 1.4 4.6 17.2 1.6 Cycle Q Clear(g_c), s 3.4 7.3 0.0 8.6 4.7 0.0 3.7 14.4 1.4 4.6 17.2 1.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 199 720 406 1026 214 2199 682 254 2257 700 V/C Ratio(X)0.66 0.60 0.81 0.30 0.67 0.50 0.06 0.71 0.57 0.07 Avail Cap(c_a), veh/h 391 1768 542 1990 429 2199 682 542 2257 700 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.4 37.0 0.0 39.5 31.2 0.0 42.2 19.0 15.3 41.6 19.1 14.8 Incr Delay (d2), s/veh 1.4 0.8 0.0 5.1 0.2 0.0 1.4 0.8 0.2 1.3 1.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 2.9 0.0 3.7 1.8 0.0 1.6 5.2 0.5 1.9 6.0 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.8 37.8 0.0 44.6 31.4 0.0 43.5 19.8 15.4 42.9 20.1 14.9 LnGrp LOS D D D C D B B D C B Approach Vol, veh/h 563 A 640 A 1285 1509 Approach Delay, s/veh 39.2 38.2 22.3 22.7 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.3 46.0 15.4 19.1 10.3 47.0 9.9 24.6 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 6.6 16.4 10.6 9.3 5.7 19.2 5.4 6.7 Green Ext Time (p_c), s 0.2 7.3 0.2 2.5 0.1 8.5 0.1 1.8 Intersection Summary HCM 6th Ctrl Delay 27.4 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 8.1-25 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)38 572 142 160 497 88 147 361 159 82 333 Future Volume (vph)38 572 142 160 497 88 147 361 159 82 333 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 104.9 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 8.1-26 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 38 572 142 160 497 88 147 361 159 82 333 39 Future Volume (veh/h) 38 572 142 160 497 88 147 361 159 82 333 39 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 41 615 82 172 534 68 158 388 90 88 358 26 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 61 800 354 205 1086 477 190 1327 591 112 1106 80 Arrive On Green 0.03 0.22 0.22 0.12 0.31 0.31 0.11 0.37 0.37 0.06 0.33 0.33 Sat Flow, veh/h 1781 3554 1572 1781 3554 1559 1781 3554 1583 1781 3357 243 Grp Volume(v), veh/h 41 615 82 172 534 68 158 388 90 88 189 195 Grp Sat Flow(s),veh/h/ln 1781 1777 1572 1781 1777 1559 1781 1777 1583 1781 1777 1823 Q Serve(g_s), s 2.2 15.8 4.2 9.2 12.0 3.1 8.5 7.5 3.7 4.7 7.8 7.8 Cycle Q Clear(g_c), s 2.2 15.8 4.2 9.2 12.0 3.1 8.5 7.5 3.7 4.7 7.8 7.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.13 Lane Grp Cap(c), veh/h 61 800 354 205 1086 477 190 1327 591 112 586 601 V/C Ratio(X) 0.67 0.77 0.23 0.84 0.49 0.14 0.83 0.29 0.15 0.78 0.32 0.33 Avail Cap(c_a), veh/h 132 1305 577 320 1680 737 281 1327 591 159 586 601 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.5 35.4 30.9 42.3 27.7 24.6 42.7 21.5 20.3 45.0 24.5 24.5 Incr Delay (d2), s/veh 4.6 1.6 0.3 6.3 0.3 0.1 8.1 0.6 0.5 9.5 1.5 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 6.6 1.5 4.2 4.8 1.1 4.0 3.0 1.3 2.3 3.2 3.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.1 37.0 31.2 48.6 28.0 24.7 50.8 22.0 20.8 54.6 26.0 26.0 LnGrp LOS D D C D C C D C C D C C Approach Vol, veh/h 738 774 636 472 Approach Delay, s/veh 37.1 32.3 29.0 31.3 Approach LOS D C C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.7 42.8 15.8 28.1 15.0 38.5 8.0 36.0 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 6.7 9.5 11.2 17.8 10.5 9.8 4.2 14.0 Green Ext Time (p_c), s 0.0 2.5 0.1 3.7 0.1 1.7 0.0 3.6 Intersection Summary HCM 6th Ctrl Delay 32.7 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 8.1-27 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 177 593 57 118 605 103 63 8 95 4 44 Future Volume (vph) 177 593 57 118 605 103 63 8 95 4 44 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 80.3 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 8.1-28 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 177 593 57 118 605 103 63 8 73 95 4 44 Future Volume (veh/h) 177 593 57 118 605 103 63 8 73 95 4 44 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 179 599 0 119 611 97 64 8 34 96 4 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 266 1471 152 1500 663 86 50 215 195 324 Arrive On Green 0.08 0.41 0.00 0.09 0.42 0.42 0.05 0.16 0.16 0.06 0.17 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1570 1781 306 1301 3456 1870 1585 Grp Volume(v), veh/h 179 599 0 119 611 97 64 0 42 96 4 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1570 1781 0 1608 1728 1870 1585 Q Serve(g_s), s 3.9 9.2 0.0 5.1 9.3 2.9 2.7 0.0 1.7 2.1 0.1 0.0 Cycle Q Clear(g_c), s 3.9 9.2 0.0 5.1 9.3 2.9 2.7 0.0 1.7 2.1 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.81 1.00 1.00 Lane Grp Cap(c), veh/h 266 1471 152 1500 663 86 0 265 195 324 V/C Ratio(X)0.67 0.41 0.78 0.41 0.15 0.74 0.00 0.16 0.49 0.01 Avail Cap(c_a), veh/h 671 1471 346 1500 663 346 0 757 671 881 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.7 16.0 0.0 34.7 15.6 13.8 36.3 0.0 27.7 35.4 26.5 0.0 Incr Delay (d2), s/veh 1.1 0.8 0.0 3.4 0.8 0.5 4.7 0.0 0.3 0.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 3.3 0.0 2.2 3.4 1.0 1.3 0.0 0.7 0.9 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.8 16.8 0.0 38.0 16.4 14.2 41.0 0.0 28.0 36.1 26.5 0.0 LnGrp LOS D B D B B D A C D C Approach Vol, veh/h 778 A 827 106 100 A Approach Delay, s/veh 21.2 19.3 35.8 35.7 Approach LOS C B D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.0 18.9 11.2 38.2 8.3 19.6 10.6 38.8 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 4.1 3.7 7.1 11.2 4.7 2.1 5.9 11.3 Green Ext Time (p_c), s 0.1 0.2 0.1 3.5 0.0 0.0 0.2 3.9 Intersection Summary HCM 6th Ctrl Delay 22.0 HCM 6th LOS C Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 8.1-29 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)3 94 326 386 385 Future Volume (vph)3 94 326 386 385 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)57.0 57.0 53.0 53.0 Total Split (%)51.8% 51.8% 48.2% 48.2% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 8.1-30 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 418 3 94 0 326 386 0 385 76 Future Volume (veh/h) 0 0 0 418 3 94 0 326 386 0 385 76 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1530 1870 0 1781 1826 0 1856 1856 Adj Flow Rate, veh/h 427 3 81 0 333 0 0 393 70 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 25 2 0 8 5 0 3 3 Cap, veh/h 470 3 515 0 1937 0 2479 428 Arrive On Green 0.32 0.32 0.32 0.00 0.57 0.00 0.00 0.57 0.57 Sat Flow, veh/h 1447 10 1585 0 3474 1547 0 4498 748 Grp Volume(v), veh/h 430 0 81 0 333 0 0 304 159 Grp Sat Flow(s),veh/h/ln 1457 0 1585 0 1692 1547 0 1689 1702 Q Serve(g_s), s 31.1 0.0 4.0 0.0 5.1 0.0 0.0 4.6 4.9 Cycle Q Clear(g_c), s 31.1 0.0 4.0 0.0 5.1 0.0 0.0 4.6 4.9 Prop In Lane 0.99 1.00 0.00 1.00 0.00 0.44 Lane Grp Cap(c), veh/h 473 0 515 0 1937 0 1933 974 V/C Ratio(X)0.91 0.00 0.16 0.00 0.17 0.00 0.16 0.16 Avail Cap(c_a), veh/h 685 0 745 0 1937 0 1933 974 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 0.0 26.4 0.0 11.2 0.0 0.0 11.1 11.1 Incr Delay (d2), s/veh 12.1 0.0 0.1 0.0 0.2 0.0 0.0 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.0 0.0 1.5 0.0 1.7 0.0 0.0 1.6 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.7 0.0 26.6 0.0 11.3 0.0 0.0 11.2 11.5 LnGrp LOS D A C A B A B B Approach Vol, veh/h 511 333 A 463 Approach Delay, s/veh 44.3 11.3 11.3 Approach LOS D B B Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 69.0 69.0 41.0 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 47.0 47.0 51.7 Max Q Clear Time (g_c+I1), s 7.1 6.9 33.1 Green Ext Time (p_c), s 1.2 1.6 2.6 Intersection Summary HCM 6th Ctrl Delay 24.2 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 8.1-31 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph) 104 1 494 608 139 662 Future Volume (vph) 104 1 494 608 139 662 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 8.1-32 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 104 1 494 0 0 0 0 608 373 139 662 0 Future Volume (veh/h) 104 1 494 0 0 0 0 608 373 139 662 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1841 1900 1811 0 1811 1811 1648 1856 0 Adj Flow Rate, veh/h 108 0 275 0 633 369 145 690 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 0 6 0 6 6 17 3 0 Cap, veh/h 200 0 351 0 2082 970 170 3966 0 Arrive On Green 0.11 0.00 0.11 0.00 0.63 0.63 0.11 0.78 0.00 Sat Flow, veh/h 1753 0 3070 0 3459 1535 1570 5233 0 Grp Volume(v), veh/h 108 0 275 0 633 369 145 690 0 Grp Sat Flow(s),veh/h/ln 1753 0 1535 0 1648 1535 1570 1689 0 Q Serve(g_s), s 6.4 0.0 9.6 0.0 9.6 12.8 10.0 3.8 0.0 Cycle Q Clear(g_c), s 6.4 0.0 9.6 0.0 9.6 12.8 10.0 3.8 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 200 0 351 0 2082 970 170 3966 0 V/C Ratio(X)0.54 0.00 0.78 0.00 0.30 0.38 0.85 0.17 0.00 Avail Cap(c_a), veh/h 553 0 968 0 2082 970 290 3966 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.87 0.87 1.00 1.00 0.00 Uniform Delay (d), s/veh 46.0 0.0 47.4 0.0 9.2 9.8 48.2 3.0 0.0 Incr Delay (d2), s/veh 1.7 0.0 2.9 0.0 0.3 1.0 4.6 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 0.0 3.7 0.0 2.9 3.8 3.9 0.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.7 0.0 50.3 0.0 9.6 10.8 52.8 3.1 0.0 LnGrp LOS D A D A A B D A A Approach Vol, veh/h 383 1002 835 Approach Delay, s/veh 49.6 10.0 11.7 Approach LOS D B B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 16.6 75.5 17.9 92.1 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 12.0 14.8 11.6 5.8 Green Ext Time (p_c), s 0.1 3.9 1.0 2.7 Intersection Summary HCM 6th Ctrl Delay 17.5 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 8.1-33 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 240 208 147 68 227 98 233 644 48 185 773 173 Future Volume (vph) 240 208 147 68 227 98 233 644 48 185 773 173 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)10.0 51.0 12.4 53.4 53.4 12.0 44.6 44.6 12.0 44.6 44.6 Total Split (%)8.3% 42.5% 10.3% 44.5% 44.5% 10.0% 37.2% 37.2% 10.0% 37.2% 37.2% Yellow Time (s) 3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 88.4 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 8.1-34 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 240 208 147 68 227 98 233 644 48 185 773 173 Future Volume (veh/h) 240 208 147 68 227 98 233 644 48 185 773 173 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 253 219 0 72 239 47 245 678 37 195 814 139 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 232 511 170 434 194 323 2450 761 273 2377 737 Arrive On Green 0.07 0.14 0.00 0.05 0.12 0.12 0.09 0.48 0.48 0.08 0.47 0.47 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 5106 1585 3456 5106 1584 Grp Volume(v), veh/h 253 219 0 72 239 47 245 678 37 195 814 139 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1702 1585 1728 1702 1584 Q Serve(g_s), s 5.5 4.6 0.0 1.7 5.2 2.2 5.7 6.5 1.0 4.5 8.3 4.2 Cycle Q Clear(g_c), s 5.5 4.6 0.0 1.7 5.2 2.2 5.7 6.5 1.0 4.5 8.3 4.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 232 511 170 434 194 323 2450 761 273 2377 737 V/C Ratio(X)1.09 0.43 0.42 0.55 0.24 0.76 0.28 0.05 0.71 0.34 0.19 Avail Cap(c_a), veh/h 232 1980 346 2084 930 329 2450 761 329 2377 737 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.2 32.0 0.0 37.8 33.8 32.5 36.2 12.8 11.3 36.8 13.9 12.8 Incr Delay (d2), s/veh 85.0 0.6 0.0 0.6 1.1 0.6 8.6 0.3 0.1 4.0 0.4 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.0 1.9 0.0 0.7 2.2 0.8 2.6 2.1 0.3 1.9 2.7 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 123.1 32.5 0.0 38.4 34.9 33.1 44.8 13.0 11.5 40.7 14.3 13.4 LnGrp LOS F C D C C D B B D B B Approach Vol, veh/h 472 A 358 960 1148 Approach Delay, s/veh 81.1 35.4 21.1 18.7 Approach LOS F D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.7 45.8 8.2 17.2 11.8 44.6 10.0 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 7.8 38.1 * 8.2 45.6 * 7.8 38.1 5.5 48.0 Max Q Clear Time (g_c+I1), s 6.5 8.5 3.7 6.6 7.7 10.3 7.5 7.2 Green Ext Time (p_c), s 0.0 4.4 0.0 1.4 0.0 5.7 0.0 1.7 Intersection Summary HCM 6th Ctrl Delay 31.5 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 8.1-35 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 178 143 105 50 158 72 113 634 73 765 199 Future Volume (vph) 178 143 105 50 158 72 113 634 73 765 199 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.5 37.5 9.6 42.5 42.5 9.6 42.5 9.6 37.5 37.5 Total Split (s)10.4 43.3 43.3 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.9% 41.2% 41.2% 9.1% 40.5% 40.5% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 84.2 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 8.1-36 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 178 143 105 50 158 72 113 634 45 73 765 199 Future Volume (veh/h) 178 143 105 50 158 72 113 634 45 73 765 199 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 189 152 111 53 168 24 120 674 34 78 814 168 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 255 559 249 151 452 202 204 1600 81 180 2338 725 Arrive On Green 0.07 0.16 0.16 0.04 0.13 0.13 0.06 0.46 0.46 0.05 0.46 0.46 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3442 174 3456 5106 1584 Grp Volume(v), veh/h 189 152 111 53 168 24 120 348 360 78 814 168 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1777 1839 1728 1702 1584 Q Serve(g_s), s 4.2 3.0 5.0 1.2 3.4 1.1 2.7 10.2 10.3 1.7 8.1 5.1 Cycle Q Clear(g_c), s 4.2 3.0 5.0 1.2 3.4 1.1 2.7 10.2 10.3 1.7 8.1 5.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.09 1.00 1.00 Lane Grp Cap(c), veh/h 255 559 249 151 452 202 204 826 855 180 2338 725 V/C Ratio(X) 0.74 0.27 0.45 0.35 0.37 0.12 0.59 0.42 0.42 0.43 0.35 0.23 Avail Cap(c_a), veh/h 255 1663 742 220 1627 726 220 826 855 220 2338 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.7 29.2 30.0 36.5 31.4 30.4 36.1 14.0 14.0 36.2 13.8 12.9 Incr Delay (d2), s/veh 9.8 0.3 1.2 0.5 0.5 0.3 2.1 1.6 1.5 0.6 0.4 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 1.2 1.8 0.5 1.4 0.4 1.1 3.7 3.8 0.7 2.6 1.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 45.5 29.4 31.3 37.0 31.9 30.7 38.1 15.6 15.5 36.8 14.2 13.7 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 452 245 828 1060 Approach Delay, s/veh 36.6 32.9 18.8 15.7 Approach LOS D C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.7 43.0 8.0 18.9 9.2 42.5 10.4 16.5 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.8 36.0 Max Q Clear Time (g_c+I1), s 3.7 12.3 3.2 7.0 4.7 10.1 6.2 5.4 Green Ext Time (p_c), s 0.0 3.7 0.0 1.1 0.0 5.8 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 22.0 HCM 6th LOS C 8.1-37 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 5.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 111 45 43 612 782 103 Future Vol, veh/h 111 45 43 612 782 103 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 118 48 46 651 832 110 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1250 416 942 0 - 0 Stage 1 832 - - - - - Stage 2 418 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 165 585 724 - - - Stage 1 388 - - - - - Stage 2 632 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 154 585 724 - - - Mov Cap-2 Maneuver 154 - - - - - Stage 1 363 - - - - - Stage 2 632 - - - - - Approach EB NB SB HCM Control Delay, s 60.2 0.7 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)724 - 154 585 - - HCM Lane V/C Ratio 0.063 - 0.767 0.082 - - HCM Control Delay (s) 10.3 - 79.9 11.7 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0.2 - 4.8 0.3 - - 8.1-38 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 109 522 130 153 490 125 238 498 150 242 585 151 Future Volume (vph) 109 522 130 153 490 125 238 498 150 242 585 151 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 103.9 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 8.1-39 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 109 522 130 153 490 125 238 498 150 242 585 151 Future Volume (veh/h) 109 522 130 153 490 125 238 498 150 242 585 151 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 111 533 78 156 500 64 243 508 90 247 597 94 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 174 711 316 223 762 340 315 1481 652 317 1484 649 Arrive On Green 0.05 0.20 0.20 0.06 0.21 0.21 0.09 0.42 0.42 0.09 0.42 0.42 Sat Flow, veh/h 3456 3554 1580 3456 3554 1585 3456 3554 1565 3456 3554 1556 Grp Volume(v), veh/h 111 533 78 156 500 64 243 508 90 247 597 94 Grp Sat Flow(s),veh/h/ln 1728 1777 1580 1728 1777 1585 1728 1777 1565 1728 1777 1556 Q Serve(g_s), s 3.0 13.6 4.0 4.3 12.4 3.2 6.6 9.4 3.4 6.7 11.3 3.6 Cycle Q Clear(g_c), s 3.0 13.6 4.0 4.3 12.4 3.2 6.6 9.4 3.4 6.7 11.3 3.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 174 711 316 223 762 340 315 1481 652 317 1484 649 V/C Ratio(X) 0.64 0.75 0.25 0.70 0.66 0.19 0.77 0.34 0.14 0.78 0.40 0.14 Avail Cap(c_a), veh/h 374 1396 621 320 1341 598 467 1481 652 417 1484 649 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.8 36.2 32.4 44.1 34.5 30.9 42.7 19.1 17.4 42.7 19.6 17.4 Incr Delay (d2), s/veh 1.5 1.6 0.4 1.5 1.0 0.3 2.2 0.6 0.4 4.8 0.8 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 5.7 1.5 1.8 5.1 1.2 2.8 3.6 1.2 2.9 4.3 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.3 37.8 32.8 45.6 35.5 31.2 45.0 19.7 17.8 47.5 20.4 17.8 LnGrp LOS D D C D D C D B B D C B Approach Vol, veh/h 722 720 841 938 Approach Delay, s/veh 38.6 37.3 26.8 27.3 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.4 46.5 10.8 25.5 13.4 46.6 9.4 26.8 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 8.7 11.4 6.3 15.6 8.6 13.3 5.0 14.4 Green Ext Time (p_c), s 0.1 3.4 0.1 3.3 0.2 3.8 0.1 3.1 Intersection Summary HCM 6th Ctrl Delay 31.9 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 8.1-40 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 177 209 91 288 91 73 581 117 96 636 196 Future Volume (vph) 177 209 91 288 91 73 581 117 96 636 196 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 88.3 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 8.1-41 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 177 209 119 91 288 91 73 581 117 96 636 196 Future Volume (veh/h) 177 209 119 91 288 91 73 581 117 96 636 196 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 192 227 80 99 313 59 79 632 76 104 691 133 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 278 413 142 194 479 214 180 1631 728 197 1648 731 Arrive On Green 0.08 0.16 0.16 0.06 0.13 0.13 0.05 0.46 0.46 0.06 0.46 0.46 Sat Flow, veh/h 3456 2597 890 3456 3554 1585 3456 3554 1585 3456 3554 1576 Grp Volume(v), veh/h 192 153 154 99 313 59 79 632 76 104 691 133 Grp Sat Flow(s),veh/h/ln 1728 1777 1710 1728 1777 1585 1728 1777 1585 1728 1777 1576 Q Serve(g_s), s 4.3 6.3 6.5 2.2 6.6 2.6 1.7 9.2 2.1 2.3 10.2 3.9 Cycle Q Clear(g_c), s 4.3 6.3 6.5 2.2 6.6 2.6 1.7 9.2 2.1 2.3 10.2 3.9 Prop In Lane 1.00 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 278 283 272 194 479 214 180 1631 728 197 1648 731 V/C Ratio(X) 0.69 0.54 0.56 0.51 0.65 0.28 0.44 0.39 0.10 0.53 0.42 0.18 Avail Cap(c_a), veh/h 552 843 811 552 1685 752 552 1631 728 552 1648 731 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.3 30.5 30.6 36.2 32.4 30.7 36.3 14.0 12.1 36.2 14.1 12.4 Incr Delay (d2), s/veh 1.2 1.6 1.8 0.8 1.5 0.7 0.6 0.7 0.3 0.8 0.8 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 2.6 2.6 0.9 2.7 1.0 0.7 3.2 0.7 0.9 3.6 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.5 32.1 32.5 36.9 33.9 31.3 36.9 14.7 12.4 37.0 14.9 12.9 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 499 471 787 928 Approach Delay, s/veh 33.9 34.2 16.7 17.1 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.1 42.4 9.0 18.3 8.7 42.8 10.9 16.4 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 4.3 11.2 4.2 8.5 3.7 12.2 6.3 8.6 Green Ext Time (p_c), s 0.1 4.1 0.1 1.6 0.1 4.7 0.2 2.0 Intersection Summary HCM 6th Ctrl Delay 23.1 HCM 6th LOS C 8.1-42 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)52 666 76 19 573 39 61 67 27 54 75 41 Future Volume (vph)52 666 76 19 573 39 61 67 27 54 75 41 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 83.9 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 8.1-43 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 666 76 19 573 39 61 67 27 54 75 41 Future Volume (veh/h) 52 666 76 19 573 39 61 67 27 54 75 41 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 58 748 84 21 644 42 69 75 30 61 84 46 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 83 1813 798 42 1731 772 90 477 213 85 467 208 Arrive On Green 0.05 0.51 0.51 0.02 0.49 0.49 0.05 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1564 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 58 748 84 21 644 42 69 75 30 61 84 46 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.4 9.9 2.1 0.9 8.6 1.1 2.9 1.4 1.3 2.6 1.6 2.0 Cycle Q Clear(g_c), s 2.4 9.9 2.1 0.9 8.6 1.1 2.9 1.4 1.3 2.6 1.6 2.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 83 1813 798 42 1731 772 90 477 213 85 467 208 V/C Ratio(X) 0.70 0.41 0.11 0.50 0.37 0.05 0.77 0.16 0.14 0.72 0.18 0.22 Avail Cap(c_a), veh/h 258 1813 798 258 1731 772 258 1844 822 258 1844 822 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.7 11.5 9.6 36.6 12.2 10.3 35.6 29.1 29.0 35.7 29.3 29.5 Incr Delay (d2), s/veh 4.0 0.7 0.3 3.4 0.6 0.1 5.1 0.2 0.3 4.2 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 3.3 0.6 0.4 2.9 0.3 1.3 0.6 0.5 1.1 0.6 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.7 12.2 9.9 40.0 12.8 10.4 40.7 29.2 29.3 39.9 29.5 30.0 LnGrp LOS D B A D B B D C C D C C Approach Vol, veh/h 890 707 174 191 Approach Delay, s/veh 13.8 13.5 33.8 32.9 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.2 16.4 6.4 44.9 8.4 16.2 8.1 43.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 4.6 3.4 2.9 11.9 4.9 4.0 4.4 10.6 Green Ext Time (p_c), s 0.0 0.5 0.0 5.1 0.0 0.6 0.0 4.2 Intersection Summary HCM 6th Ctrl Delay 17.3 HCM 6th LOS B 8.1-44 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)30 505 52 31 574 127 52 101 37 150 117 40 Future Volume (vph)30 505 52 31 574 127 52 101 37 150 117 40 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 71.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 8.1-45 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 505 52 31 574 127 52 101 37 150 117 40 Future Volume (veh/h) 30 505 52 31 574 127 52 101 37 150 117 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 31 521 42 32 592 96 54 104 24 155 121 35 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 57 1906 838 59 1908 840 296 663 296 306 663 296 Arrive On Green 0.03 0.54 0.54 0.03 0.54 0.54 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1781 3554 1564 1781 3554 1565 1231 3554 1585 1262 3554 1585 Grp Volume(v), veh/h 31 521 42 32 592 96 54 104 24 155 121 35 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1565 1231 1777 1585 1262 1777 1585 Q Serve(g_s), s 1.2 5.6 0.9 1.3 6.6 2.1 2.7 1.7 0.9 8.3 2.0 1.3 Cycle Q Clear(g_c), s 1.2 5.6 0.9 1.3 6.6 2.1 4.8 1.7 0.9 10.0 2.0 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 57 1906 838 59 1908 840 296 663 296 306 663 296 V/C Ratio(X) 0.54 0.27 0.05 0.54 0.31 0.11 0.18 0.16 0.08 0.51 0.18 0.12 Avail Cap(c_a), veh/h 694 1906 838 694 1908 840 711 1860 830 732 1860 830 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.8 8.9 7.8 33.7 9.1 8.1 26.3 24.1 23.8 28.4 24.3 24.0 Incr Delay (d2), s/veh 2.9 0.4 0.1 2.9 0.4 0.3 0.3 0.1 0.1 1.3 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.7 0.3 0.5 2.0 0.6 0.7 0.7 0.3 2.3 0.8 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.7 9.3 7.9 36.6 9.5 8.4 26.6 24.3 23.9 29.6 24.4 24.1 LnGrp LOS D A A D A A C C C C C C Approach Vol, veh/h 594 720 182 311 Approach Delay, s/veh 10.6 10.6 24.9 27.0 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 19.7 6.9 44.2 19.7 6.9 44.3 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 6.8 3.3 7.6 12.0 3.2 8.6 Green Ext Time (p_c), s 0.8 0.0 3.4 1.2 0.0 4.0 Intersection Summary HCM 6th Ctrl Delay 14.9 HCM 6th LOS B 8.1-46 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 8.2: EAPC (2022, TYPICAL OPERATION) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 600 143 612 781 573 v/c Ratio 0.76 0.18 0.42 0.51 0.29 Control Delay 29.7 9.6 12.3 2.9 20.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 29.7 9.6 12.3 2.9 20.1 Queue Length 50th (ft) 339 37 107 0 82 Queue Length 95th (ft) 354 55 146 257 138 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 1080 1040 1455 1538 2007 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.56 0.14 0.42 0.51 0.29 Intersection Summary 8.2-1 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Weekday PM Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 141 282 279 2116 126 897 v/c Ratio 0.51 0.81 0.80 0.90dr 0.70 0.25 Control Delay 46.4 37.9 37.0 22.6 62.2 3.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.4 37.9 37.0 22.6 62.2 3.5 Queue Length 50th (ft) 92 102 98 378 78 45 Queue Length 95th (ft) 137 184 180 #681 143 100 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 527 538 537 2680 253 3580 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.52 0.52 0.79 0.50 0.25 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. 8.2-2 Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 430 96 333 394 471 v/c Ratio 0.80 0.17 0.17 0.26 0.16 Control Delay 45.5 5.1 7.8 0.6 10.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 45.5 5.1 7.8 0.6 10.6 Queue Length 50th (ft) 277 0 26 0 46 Queue Length 95th (ft) 345 32 37 12 80 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 809 794 1954 1538 2876 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.53 0.12 0.17 0.26 0.16 Intersection Summary 8.2-3 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Typical Saturday Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 108 259 257 1022 145 690 v/c Ratio 0.54 0.69 0.69 0.35 0.71 0.18 Control Delay 54.5 18.4 18.0 10.6 59.9 2.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 54.5 18.4 18.0 10.6 59.9 2.0 Queue Length 50th (ft) 73 17 16 102 84 12 Queue Length 95th (ft) 121 100 97 175 144 48 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 547 615 615 2895 285 3934 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.42 0.42 0.35 0.51 0.18 Intersection Summary 8.2-4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 8.3: EAPC (2022, TYPICAL OPERATION) CONDITIONS FREEWAY FACILITY WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAPC 2022 Jurisdiction Caltrans Time Period Analyzed PM Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3238 7200 0.45 70.0 15.4 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.980 3238 779 7200 1900 0.45 0.41 58.9 54.2 18.3 17.3 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 2471 7200 0.34 70.0 11.8 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.971 3300 829 9600 1900 0.26 0.44 70.0 -8.8 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 8.3-1 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.962 3282 9600 0.34 70.0 11.7 B Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.980 3426 144 9600 2100 0.36 0.07 65.8 62.6 13.0 11.8 B Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3429 7200 0.48 70.0 16.3 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.5 14.3 13.8 2.9 B Facility Overall Results Space Mean Speed, mi/h 68.5 Density, veh/mi/ln 13.8 Average Travel Time, min 2.9 Density, pc/mi/ln 14.3 8.3-2 2000 2500 3000 3500 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 20 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/24/2019 15:07:1 01 PM -10 WB.xu8.3-3 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAPC 2022 Jurisdiction Caltrans Time Period Analyzed PM Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 4003 9600 0.42 70.0 14.3 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.962 4003 759 7200 2000 0.56 0.38 60.9 56.1 21.9 21.0 C Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.952 3236 7200 0.45 70.0 15.4 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.990 4296 1060 7200 2100 0.60 0.50 62.6 60.8 22.9 23.5 C Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 4292 7200 0.60 69.4 20.6 C8.3-4 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.1 17.7 16.9 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.1 Density, veh/mi/ln 16.9 Average Travel Time, min 2.7 Density, pc/mi/ln 17.7 8.3-5 3000 3500 4000 4500 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 25 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/24/2019 15:08:1 02 PM -10 EB.xu8.3-6 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAPC 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2778 7200 0.39 70.0 13.2 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2778 564 7200 1900 0.39 0.30 59.3 54.8 15.6 14.6 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2192 7200 0.30 70.0 10.4 A Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.971 2629 437 9600 1900 0.23 0.23 70.0 -7.8 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 8.3-7 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.962 2633 9600 0.27 70.0 9.4 A Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2719 86 9600 2100 0.28 0.04 66.2 62.7 10.3 9.5 A Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2722 7200 0.38 70.0 13.0 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.6 11.9 11.4 2.9 B Facility Overall Results Space Mean Speed, mi/h 68.6 Density, veh/mi/ln 11.4 Average Travel Time, min 2.9 Density, pc/mi/ln 11.9 8.3-8 2000 2500 3000 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 20 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/24/2019 15:10:1 03 SAT -10 WB.xu8.3-9 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAPC 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3318 9600 0.35 70.0 11.9 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.952 0.952 3353 690 7200 2000 0.47 0.35 60.9 56.3 18.4 17.7 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2636 7200 0.37 70.0 12.6 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 3198 562 7200 2100 0.44 0.27 63.9 62.1 16.7 17.0 B Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3220 7200 0.45 70.0 15.3 B8.3-10 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.4 14.0 13.4 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.4 Density, veh/mi/ln 13.4 Average Travel Time, min 2.7 Density, pc/mi/ln 14.0 8.3-11 2500 3000 3500 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/24/2019 15:10:5 04 SAT -10 EB.xu8.3-12 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 8.4: EAPC (2022, TYPICAL OPERATION) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 101 53 27 1167 1072 76 Future Volume (vph) 101 53 27 1167 1072 76 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 23.2 23.2 Total Split (s)32.0 32.0 18.0 88.0 70.0 70.0 Total Split (%)26.7% 26.7% 15.0% 73.3% 58.3% 58.3% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 8.4-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Weekday PM Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 101 53 27 1167 1072 76 Future Volume (veh/h) 101 53 27 1167 1072 76 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 104 55 28 1203 1105 78 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 134 119 45 2966 2740 1222 Arrive On Green 0.08 0.08 0.03 0.83 0.77 0.77 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 104 55 28 1203 1105 78 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 6.9 4.0 1.9 10.2 12.4 1.4 Cycle Q Clear(g_c), s 6.9 4.0 1.9 10.2 12.4 1.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 134 119 45 2966 2740 1222 V/C Ratio(X) 0.77 0.46 0.62 0.41 0.40 0.06 Avail Cap(c_a), veh/h 407 362 199 2966 2740 1222 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.61 0.61 0.90 0.90 Uniform Delay (d), s/veh 54.5 53.1 57.9 2.5 4.6 3.3 Incr Delay (d2), s/veh 3.6 1.0 3.2 0.3 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 3.6 0.8 1.5 3.1 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.1 54.2 61.1 2.7 5.0 3.4 LnGrp LOS E D E A A A Approach Vol, veh/h 159 1231 1183 Approach Delay, s/veh 56.7 4.1 4.9 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 106.4 13.6 7.6 98.7 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 81.8 27.4 13.4 63.8 Max Q Clear Time (g_c+I1), s 12.2 8.9 3.9 14.4 Green Ext Time (p_c), s 10.0 0.2 0.0 9.0 Intersection Summary HCM 6th Ctrl Delay 7.7 HCM 6th LOS A 8.4-2 Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 111 45 43 612 782 103 Future Volume (vph) 111 45 43 612 782 103 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 28.2 28.2 Total Split (s)19.0 19.0 10.0 101.0 91.0 91.0 Total Split (%)15.8% 15.8% 8.3% 84.2% 75.8% 75.8% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 8.4-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Typical Saturday Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 111 45 43 612 782 103 Future Volume (veh/h) 111 45 43 612 782 103 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 118 48 46 651 832 110 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 147 130 59 2942 2687 1199 Arrive On Green 0.08 0.08 0.03 0.83 0.76 0.76 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 118 48 46 651 832 110 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 7.8 3.4 3.1 4.6 8.9 2.2 Cycle Q Clear(g_c), s 7.8 3.4 3.1 4.6 8.9 2.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 147 130 59 2942 2687 1199 V/C Ratio(X) 0.81 0.37 0.78 0.22 0.31 0.09 Avail Cap(c_a), veh/h 214 190 80 2942 2687 1199 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.94 0.94 0.95 0.95 Uniform Delay (d), s/veh 54.1 52.1 57.6 2.2 4.7 3.8 Incr Delay (d2), s/veh 8.2 0.6 18.4 0.2 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 3.1 1.6 0.8 2.3 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.3 52.8 75.9 2.3 4.9 4.0 LnGrp LOS E D E A A A Approach Vol, veh/h 166 697 942 Approach Delay, s/veh 59.5 7.2 4.8 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 105.5 14.5 8.6 96.9 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 94.8 14.4 5.4 84.8 Max Q Clear Time (g_c+I1), s 6.6 9.8 5.1 10.9 Green Ext Time (p_c), s 4.2 0.1 0.0 6.2 Intersection Summary HCM 6th Ctrl Delay 10.8 HCM 6th LOS B 8.4-4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 9.1: EAPC (2022, SPECIAL EVENT) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 130 442 131 321 304 168 143 1089 107 177 1268 68 Future Volume (vph) 130 442 131 321 304 168 143 1089 107 177 1268 68 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 100.5 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 9.1-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 130 442 131 321 304 168 143 1089 107 177 1268 68 Future Volume (veh/h) 130 442 131 321 304 168 143 1089 107 177 1268 68 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 131 446 0 324 307 0 144 1100 41 179 1281 49 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 199 736 400 1033 214 2195 680 254 2253 699 Arrive On Green 0.06 0.14 0.00 0.12 0.20 0.00 0.06 0.43 0.43 0.07 0.44 0.44 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1583 3456 5106 1584 Grp Volume(v), veh/h 131 446 0 324 307 0 144 1100 41 179 1281 49 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1583 1728 1702 1584 Q Serve(g_s), s 3.4 7.5 0.0 8.4 4.7 0.0 3.8 14.4 1.4 4.7 17.2 1.6 Cycle Q Clear(g_c), s 3.4 7.5 0.0 8.4 4.7 0.0 3.8 14.4 1.4 4.7 17.2 1.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 199 736 400 1033 214 2195 680 254 2253 699 V/C Ratio(X)0.66 0.61 0.81 0.30 0.67 0.50 0.06 0.71 0.57 0.07 Avail Cap(c_a), veh/h 391 1765 541 1986 428 2195 680 541 2253 699 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.5 36.9 0.0 39.7 31.2 0.0 42.2 19.1 15.4 41.7 19.2 14.8 Incr Delay (d2), s/veh 1.4 0.8 0.0 4.8 0.2 0.0 1.4 0.8 0.2 1.4 1.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 3.0 0.0 3.6 1.8 0.0 1.6 5.2 0.5 1.9 6.1 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.9 37.7 0.0 44.4 31.3 0.0 43.6 19.9 15.5 43.0 20.2 15.0 LnGrp LOS D D D C D B B D C B Approach Vol, veh/h 577 A 631 A 1285 1509 Approach Delay, s/veh 39.1 38.1 22.4 22.8 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.4 46.0 15.3 19.5 10.3 47.0 9.9 24.8 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 6.7 16.4 10.4 9.5 5.8 19.2 5.4 6.7 Green Ext Time (p_c), s 0.2 7.3 0.2 2.6 0.1 8.5 0.1 1.8 Intersection Summary HCM 6th Ctrl Delay 27.4 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 9.1-2 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)38 585 142 154 487 82 147 361 159 82 333 Future Volume (vph)38 585 142 154 487 82 147 361 159 82 333 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 105.3 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 9.1-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 38 585 142 154 487 82 147 361 159 82 333 39 Future Volume (veh/h) 38 585 142 154 487 82 147 361 159 82 333 39 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 41 629 82 166 524 61 158 388 90 88 358 26 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 61 813 360 199 1088 477 190 1326 590 112 1105 80 Arrive On Green 0.03 0.23 0.23 0.11 0.31 0.31 0.11 0.37 0.37 0.06 0.33 0.33 Sat Flow, veh/h 1781 3554 1573 1781 3554 1559 1781 3554 1583 1781 3357 243 Grp Volume(v), veh/h 41 629 82 166 524 61 158 388 90 88 189 195 Grp Sat Flow(s),veh/h/ln 1781 1777 1573 1781 1777 1559 1781 1777 1583 1781 1777 1823 Q Serve(g_s), s 2.2 16.2 4.1 8.9 11.7 2.8 8.5 7.5 3.7 4.8 7.8 7.9 Cycle Q Clear(g_c), s 2.2 16.2 4.1 8.9 11.7 2.8 8.5 7.5 3.7 4.8 7.8 7.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.13 Lane Grp Cap(c), veh/h 61 813 360 199 1088 477 190 1326 590 112 585 600 V/C Ratio(X) 0.67 0.77 0.23 0.83 0.48 0.13 0.83 0.29 0.15 0.78 0.32 0.33 Avail Cap(c_a), veh/h 131 1304 577 320 1679 737 281 1326 590 159 585 600 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.6 35.2 30.6 42.5 27.5 24.4 42.7 21.5 20.3 45.1 24.6 24.6 Incr Delay (d2), s/veh 4.6 1.6 0.3 5.0 0.3 0.1 8.2 0.6 0.5 9.6 1.5 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 6.7 1.5 4.0 4.7 1.0 4.0 3.0 1.3 2.3 3.2 3.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.2 36.9 30.9 47.4 27.9 24.6 50.9 22.1 20.9 54.6 26.0 26.0 LnGrp LOS D D C D C C D C C D C C Approach Vol, veh/h 752 751 636 472 Approach Delay, s/veh 37.0 31.9 29.1 31.3 Approach LOS D C C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.7 42.8 15.5 28.5 15.0 38.5 8.0 36.1 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 6.8 9.5 10.9 18.2 10.5 9.9 4.2 13.7 Green Ext Time (p_c), s 0.0 2.5 0.1 3.7 0.1 1.7 0.0 3.5 Intersection Summary HCM 6th Ctrl Delay 32.6 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 9.1-4 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 189 593 57 118 605 277 63 8 106 4 21 Future Volume (vph) 189 593 57 118 605 277 63 8 106 4 21 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 80.3 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 9.1-5 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 189 593 57 118 605 277 63 8 73 106 4 21 Future Volume (veh/h) 189 593 57 118 605 277 63 8 73 106 4 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 191 599 0 119 611 273 64 8 34 107 4 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 279 1470 152 1485 656 86 50 213 201 325 Arrive On Green 0.08 0.41 0.00 0.09 0.42 0.42 0.05 0.16 0.16 0.06 0.17 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1570 1781 306 1301 3456 1870 1585 Grp Volume(v), veh/h 191 599 0 119 611 273 64 0 42 107 4 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1570 1781 0 1608 1728 1870 1585 Q Serve(g_s), s 4.2 9.2 0.0 5.1 9.4 9.5 2.7 0.0 1.7 2.3 0.1 0.0 Cycle Q Clear(g_c), s 4.2 9.2 0.0 5.1 9.4 9.5 2.7 0.0 1.7 2.3 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.81 1.00 1.00 Lane Grp Cap(c), veh/h 279 1470 152 1485 656 86 0 264 201 325 V/C Ratio(X)0.68 0.41 0.78 0.41 0.42 0.74 0.00 0.16 0.53 0.01 Avail Cap(c_a), veh/h 670 1470 345 1485 656 345 0 756 670 880 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.6 16.0 0.0 34.7 15.8 15.9 36.4 0.0 27.8 35.4 26.5 0.0 Incr Delay (d2), s/veh 1.1 0.8 0.0 3.4 0.8 1.9 4.7 0.0 0.3 0.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 3.3 0.0 2.2 3.4 3.2 1.3 0.0 0.7 1.0 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.7 16.8 0.0 38.1 16.7 17.8 41.0 0.0 28.0 36.2 26.5 0.0 LnGrp LOS D B D B B D A C D C Approach Vol, veh/h 790 A 1003 106 111 A Approach Delay, s/veh 21.4 19.5 35.9 35.9 Approach LOS C B D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.1 18.9 11.2 38.2 8.3 19.7 10.9 38.5 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 4.3 3.7 7.1 11.2 4.7 2.1 6.2 11.5 Green Ext Time (p_c), s 0.1 0.2 0.1 3.5 0.0 0.0 0.2 4.5 Intersection Summary HCM 6th Ctrl Delay 22.0 HCM 6th LOS C Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 9.1-6 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)3 94 325 420 402 Future Volume (vph)3 94 325 420 402 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)51.0 51.0 59.0 59.0 Total Split (%)46.4% 46.4% 53.6% 53.6% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 9.1-7 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 538 3 94 0 325 420 0 402 76 Future Volume (veh/h) 0 0 0 538 3 94 0 325 420 0 402 76 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1530 1870 0 1781 1826 0 1856 1856 Adj Flow Rate, veh/h 549 3 81 0 332 0 0 410 70 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 25 2 0 8 5 0 3 3 Cap, veh/h 575 3 629 0 1694 0 2183 362 Arrive On Green 0.40 0.40 0.40 0.00 0.50 0.00 0.00 0.50 0.50 Sat Flow, veh/h 1449 8 1585 0 3474 1547 0 4528 724 Grp Volume(v), veh/h 552 0 81 0 332 0 0 315 165 Grp Sat Flow(s),veh/h/ln 1457 0 1585 0 1692 1547 0 1689 1707 Q Serve(g_s), s 40.5 0.0 3.6 0.0 6.0 0.0 0.0 5.6 5.9 Cycle Q Clear(g_c), s 40.5 0.0 3.6 0.0 6.0 0.0 0.0 5.6 5.9 Prop In Lane 0.99 1.00 0.00 1.00 0.00 0.42 Lane Grp Cap(c), veh/h 578 0 629 0 1694 0 1691 855 V/C Ratio(X)0.96 0.00 0.13 0.00 0.20 0.00 0.19 0.19 Avail Cap(c_a), veh/h 605 0 659 0 1694 0 1691 855 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 32.2 0.0 21.1 0.0 15.2 0.0 0.0 15.1 15.2 Incr Delay (d2), s/veh 25.3 0.0 0.1 0.0 0.3 0.0 0.0 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 17.3 0.0 1.3 0.0 2.1 0.0 0.0 2.0 2.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.6 0.0 21.2 0.0 15.5 0.0 0.0 15.4 15.7 LnGrp LOS E A C A B A B B Approach Vol, veh/h 633 332 A 480 Approach Delay, s/veh 52.9 15.5 15.5 Approach LOS D B B Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 61.1 61.1 48.9 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 53.0 53.0 45.7 Max Q Clear Time (g_c+I1), s 8.0 7.9 42.5 Green Ext Time (p_c), s 1.2 1.7 1.2 Intersection Summary HCM 6th Ctrl Delay 31.9 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 9.1-8 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph) 104 1 660 641 139 799 Future Volume (vph) 104 1 660 641 139 799 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 9.1-9 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 104 1 660 0 0 0 0 641 398 139 799 0 Future Volume (veh/h) 104 1 660 0 0 0 0 641 398 139 799 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1841 1900 1811 0 1811 1811 1648 1856 0 Adj Flow Rate, veh/h 108 0 448 0 668 395 145 832 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 0 6 0 6 6 17 3 0 Cap, veh/h 303 0 531 0 1889 880 170 3670 0 Arrive On Green 0.17 0.00 0.17 0.00 0.57 0.57 0.11 0.72 0.00 Sat Flow, veh/h 1753 0 3070 0 3459 1535 1570 5233 0 Grp Volume(v), veh/h 108 0 448 0 668 395 145 832 0 Grp Sat Flow(s),veh/h/ln 1753 0 1535 0 1648 1535 1570 1689 0 Q Serve(g_s), s 6.0 0.0 15.5 0.0 11.9 16.3 10.0 6.0 0.0 Cycle Q Clear(g_c), s 6.0 0.0 15.5 0.0 11.9 16.3 10.0 6.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 303 0 531 0 1889 880 170 3670 0 V/C Ratio(X)0.36 0.00 0.84 0.00 0.35 0.45 0.85 0.23 0.00 Avail Cap(c_a), veh/h 553 0 968 0 1889 880 290 3670 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.84 0.84 1.00 1.00 0.00 Uniform Delay (d), s/veh 40.1 0.0 44.1 0.0 12.6 13.5 48.2 5.0 0.0 Incr Delay (d2), s/veh 0.5 0.0 2.8 0.0 0.4 1.4 4.6 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 0.0 5.9 0.0 3.9 5.1 3.9 1.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.6 0.0 46.9 0.0 13.0 14.9 52.8 5.1 0.0 LnGrp LOS D A D A B B D A A Approach Vol, veh/h 556 1063 977 Approach Delay, s/veh 45.7 13.7 12.2 Approach LOS D B B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 16.6 69.0 24.3 85.7 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 12.0 18.3 17.5 8.0 Green Ext Time (p_c), s 0.1 4.0 1.5 3.4 Intersection Summary HCM 6th Ctrl Delay 20.0 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 9.1-10 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 240 208 147 68 227 98 233 702 48 185 1074 173 Future Volume (vph) 240 208 147 68 227 98 233 702 48 185 1074 173 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)10.0 51.0 12.4 53.4 53.4 12.0 44.6 44.6 12.0 44.6 44.6 Total Split (%)8.3% 42.5% 10.3% 44.5% 44.5% 10.0% 37.2% 37.2% 10.0% 37.2% 37.2% Yellow Time (s) 3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 88.4 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 9.1-11 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 240 208 147 68 227 98 233 702 48 185 1074 173 Future Volume (veh/h) 240 208 147 68 227 98 233 702 48 185 1074 173 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 253 219 0 72 239 47 245 739 37 195 1131 139 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 232 511 170 434 194 323 2450 761 273 2377 737 Arrive On Green 0.07 0.14 0.00 0.05 0.12 0.12 0.09 0.48 0.48 0.08 0.47 0.47 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 5106 1585 3456 5106 1584 Grp Volume(v), veh/h 253 219 0 72 239 47 245 739 37 195 1131 139 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1702 1585 1728 1702 1584 Q Serve(g_s), s 5.5 4.6 0.0 1.7 5.2 2.2 5.7 7.2 1.0 4.5 12.4 4.2 Cycle Q Clear(g_c), s 5.5 4.6 0.0 1.7 5.2 2.2 5.7 7.2 1.0 4.5 12.4 4.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 232 511 170 434 194 323 2450 761 273 2377 737 V/C Ratio(X)1.09 0.43 0.42 0.55 0.24 0.76 0.30 0.05 0.71 0.48 0.19 Avail Cap(c_a), veh/h 232 1980 346 2084 930 329 2450 761 329 2377 737 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.2 32.0 0.0 37.8 33.8 32.5 36.2 12.9 11.3 36.8 15.0 12.8 Incr Delay (d2), s/veh 85.0 0.6 0.0 0.6 1.1 0.6 8.6 0.3 0.1 4.0 0.7 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.0 1.9 0.0 0.7 2.2 0.8 2.6 2.3 0.3 1.9 4.1 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 123.1 32.5 0.0 38.4 34.9 33.1 44.8 13.3 11.5 40.7 15.7 13.4 LnGrp LOS F C D C C D B B D B B Approach Vol, veh/h 472 A 358 1021 1465 Approach Delay, s/veh 81.1 35.4 20.8 18.8 Approach LOS F D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.7 45.8 8.2 17.2 11.8 44.6 10.0 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 7.8 38.1 * 8.2 45.6 * 7.8 38.1 5.5 48.0 Max Q Clear Time (g_c+I1), s 6.5 9.2 3.7 6.6 7.7 14.4 7.5 7.2 Green Ext Time (p_c), s 0.0 4.8 0.0 1.4 0.0 8.0 0.0 1.7 Intersection Summary HCM 6th Ctrl Delay 30.1 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 9.1-12 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 178 143 112 57 158 72 113 692 73 1066 199 Future Volume (vph) 178 143 112 57 158 72 113 692 73 1066 199 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.5 37.5 9.6 42.5 42.5 9.6 42.5 9.6 37.5 37.5 Total Split (s)10.0 43.3 43.3 9.6 42.9 42.9 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.5% 41.2% 41.2% 9.1% 40.9% 40.9% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 83.8 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 9.1-13 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 178 143 112 57 158 72 113 692 45 73 1066 199 Future Volume (veh/h) 178 143 112 57 158 72 113 692 45 73 1066 199 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 189 152 118 61 168 24 120 736 34 78 1134 168 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 239 533 238 162 454 203 205 1616 75 180 2350 729 Arrive On Green 0.07 0.15 0.15 0.05 0.13 0.13 0.06 0.47 0.47 0.05 0.46 0.46 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3459 160 3456 5106 1584 Grp Volume(v), veh/h 189 152 118 61 168 24 120 378 392 78 1134 168 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1777 1842 1728 1702 1584 Q Serve(g_s), s 4.2 3.0 5.3 1.3 3.4 1.0 2.6 11.3 11.3 1.7 12.1 5.0 Cycle Q Clear(g_c), s 4.2 3.0 5.3 1.3 3.4 1.0 2.6 11.3 11.3 1.7 12.1 5.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.09 1.00 1.00 Lane Grp Cap(c), veh/h 239 533 238 162 454 203 205 830 860 180 2350 729 V/C Ratio(X) 0.79 0.29 0.50 0.38 0.37 0.12 0.59 0.46 0.46 0.43 0.48 0.23 Avail Cap(c_a), veh/h 239 1672 746 221 1653 738 221 830 860 221 2350 729 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.9 29.5 30.5 36.2 31.2 30.2 35.9 14.1 14.1 36.0 14.7 12.8 Incr Delay (d2), s/veh 15.3 0.3 1.6 0.5 0.5 0.3 2.0 1.8 1.7 0.6 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 1.2 1.9 0.5 1.3 0.4 1.1 4.0 4.2 0.7 3.9 1.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.2 29.8 32.1 36.7 31.7 30.5 37.8 15.9 15.8 36.6 15.4 13.5 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 459 253 890 1380 Approach Delay, s/veh 39.2 32.8 18.8 16.3 Approach LOS D C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.7 43.0 8.3 18.2 9.2 42.5 10.0 16.5 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.4 36.4 Max Q Clear Time (g_c+I1), s 3.7 13.3 3.3 7.3 4.6 14.1 6.2 5.4 Green Ext Time (p_c), s 0.0 4.1 0.0 1.2 0.0 7.9 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 22.0 HCM 6th LOS C 9.1-14 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 14 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 118 29 53 663 960 240 Future Vol, veh/h 118 29 53 663 960 240 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 126 31 56 705 1021 255 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1486 511 1276 0 - 0 Stage 1 1021 - - - - - Stage 2 465 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 115 508 540 - - - Stage 1 309 - - - - - Stage 2 599 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 103 508 540 - - - Mov Cap-2 Maneuver ~ 103 - - - - - Stage 1 277 - - - - - Stage 2 599 - - - - - Approach EB NB SB HCM Control Delay, s 192 0.9 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)540 - 103 508 - - HCM Lane V/C Ratio 0.104 - 1.219 0.061 - - HCM Control Delay (s) 12.4 - 236.1 12.5 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0.3 - 8.4 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 9.1-15 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 160 479 134 153 475 154 250 479 150 251 560 329 Future Volume (vph) 160 479 134 153 475 154 250 479 150 251 560 329 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 103.2 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 9.1-16 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 160 479 134 153 475 154 250 479 150 251 560 329 Future Volume (veh/h) 160 479 134 153 475 154 250 479 150 251 560 329 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 163 489 82 156 485 93 255 489 90 256 571 276 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 232 673 299 224 665 297 328 1499 660 327 1498 656 Arrive On Green 0.07 0.19 0.19 0.06 0.19 0.19 0.09 0.42 0.42 0.09 0.42 0.42 Sat Flow, veh/h 3456 3554 1580 3456 3554 1585 3456 3554 1565 3456 3554 1556 Grp Volume(v), veh/h 163 489 82 156 485 93 255 489 90 256 571 276 Grp Sat Flow(s),veh/h/ln 1728 1777 1580 1728 1777 1585 1728 1777 1565 1728 1777 1556 Q Serve(g_s), s 4.4 12.3 4.2 4.2 12.2 4.8 6.9 8.8 3.4 6.9 10.5 11.9 Cycle Q Clear(g_c), s 4.4 12.3 4.2 4.2 12.2 4.8 6.9 8.8 3.4 6.9 10.5 11.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 232 673 299 224 665 297 328 1499 660 327 1498 656 V/C Ratio(X) 0.70 0.73 0.27 0.70 0.73 0.31 0.78 0.33 0.14 0.78 0.38 0.42 Avail Cap(c_a), veh/h 378 1413 628 323 1357 605 472 1499 660 422 1498 656 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.4 36.2 32.9 43.5 36.4 33.4 42.0 18.4 16.9 42.1 19.0 19.3 Incr Delay (d2), s/veh 1.4 1.5 0.5 1.5 1.6 0.6 2.9 0.6 0.4 5.2 0.7 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 5.1 1.6 1.8 5.1 1.8 2.9 3.4 1.2 3.0 4.0 4.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.9 37.7 33.4 45.0 37.9 34.0 44.9 19.0 17.3 47.3 19.7 21.3 LnGrp LOS D D C D D C D B B D B C Approach Vol, veh/h 734 734 834 1103 Approach Delay, s/veh 38.8 38.9 26.7 26.5 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.6 46.5 10.8 24.2 13.6 46.5 11.0 24.0 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 8.9 10.8 6.2 14.3 8.9 13.9 6.4 14.2 Green Ext Time (p_c), s 0.1 3.3 0.1 3.1 0.2 4.3 0.1 3.1 Intersection Summary HCM 6th Ctrl Delay 31.9 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 9.1-17 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 177 209 91 288 91 73 574 117 90 621 196 Future Volume (vph) 177 209 91 288 91 73 574 117 90 621 196 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 88.1 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 9.1-18 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 177 209 119 91 288 91 73 574 117 90 621 196 Future Volume (veh/h) 177 209 119 91 288 91 73 574 117 90 621 196 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 192 227 80 99 313 59 79 624 76 98 675 133 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 278 413 142 194 480 214 180 1633 728 194 1647 730 Arrive On Green 0.08 0.16 0.16 0.06 0.13 0.13 0.05 0.46 0.46 0.06 0.46 0.46 Sat Flow, veh/h 3456 2597 890 3456 3554 1585 3456 3554 1585 3456 3554 1576 Grp Volume(v), veh/h 192 153 154 99 313 59 79 624 76 98 675 133 Grp Sat Flow(s),veh/h/ln 1728 1777 1710 1728 1777 1585 1728 1777 1585 1728 1777 1576 Q Serve(g_s), s 4.3 6.3 6.5 2.2 6.6 2.6 1.7 9.1 2.1 2.2 9.9 3.9 Cycle Q Clear(g_c), s 4.3 6.3 6.5 2.2 6.6 2.6 1.7 9.1 2.1 2.2 9.9 3.9 Prop In Lane 1.00 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 278 283 272 194 480 214 180 1633 728 194 1647 730 V/C Ratio(X) 0.69 0.54 0.56 0.51 0.65 0.28 0.44 0.38 0.10 0.51 0.41 0.18 Avail Cap(c_a), veh/h 553 844 812 553 1687 753 553 1633 728 553 1647 730 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.3 30.5 30.6 36.1 32.3 30.6 36.2 14.0 12.1 36.1 14.0 12.4 Incr Delay (d2), s/veh 1.2 1.6 1.8 0.8 1.5 0.7 0.6 0.7 0.3 0.8 0.8 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 2.6 2.6 0.9 2.7 1.0 0.7 3.2 0.7 0.9 3.5 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.4 32.1 32.4 36.9 33.8 31.3 36.8 14.6 12.4 36.9 14.8 12.9 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 499 471 779 906 Approach Delay, s/veh 33.9 34.2 16.7 16.9 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.0 42.4 9.0 18.3 8.7 42.7 10.9 16.4 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 4.2 11.1 4.2 8.5 3.7 11.9 6.3 8.6 Green Ext Time (p_c), s 0.1 4.1 0.1 1.6 0.1 4.6 0.2 2.0 Intersection Summary HCM 6th Ctrl Delay 23.1 HCM 6th LOS C 9.1-19 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)46 645 70 19 588 39 61 67 27 54 75 41 Future Volume (vph)46 645 70 19 588 39 61 67 27 54 75 41 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 81.6 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 9.1-20 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 46 645 70 19 588 39 61 67 27 54 75 41 Future Volume (veh/h) 46 645 70 19 588 39 61 67 27 54 75 41 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 52 725 78 21 661 42 69 75 30 61 84 46 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 78 1808 796 42 1736 774 90 478 213 85 468 209 Arrive On Green 0.04 0.51 0.51 0.02 0.49 0.49 0.05 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1564 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 52 725 78 21 661 42 69 75 30 61 84 46 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.2 9.5 2.0 0.9 8.9 1.1 2.9 1.4 1.3 2.6 1.6 2.0 Cycle Q Clear(g_c), s 2.2 9.5 2.0 0.9 8.9 1.1 2.9 1.4 1.3 2.6 1.6 2.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 78 1808 796 42 1736 774 90 478 213 85 468 209 V/C Ratio(X) 0.66 0.40 0.10 0.50 0.38 0.05 0.77 0.16 0.14 0.72 0.18 0.22 Avail Cap(c_a), veh/h 259 1808 796 259 1736 774 259 1849 825 259 1849 825 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.7 11.5 9.6 36.5 12.2 10.2 35.5 29.0 28.9 35.6 29.2 29.4 Incr Delay (d2), s/veh 3.6 0.7 0.2 3.4 0.6 0.1 5.0 0.2 0.3 4.2 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 3.1 0.6 0.4 3.0 0.3 1.3 0.6 0.5 1.1 0.6 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.2 12.1 9.9 39.9 12.8 10.3 40.5 29.1 29.2 39.7 29.4 29.9 LnGrp LOS D B A D B B D C C D C C Approach Vol, veh/h 855 724 174 191 Approach Delay, s/veh 13.6 13.4 33.7 32.8 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.2 16.4 6.4 44.7 8.4 16.2 7.9 43.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 4.6 3.4 2.9 11.5 4.9 4.0 4.2 10.9 Green Ext Time (p_c), s 0.0 0.5 0.0 4.9 0.0 0.6 0.0 4.3 Intersection Summary HCM 6th Ctrl Delay 17.2 HCM 6th LOS B 9.1-21 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)24 497 46 31 590 127 52 101 37 150 117 40 Future Volume (vph)24 497 46 31 590 127 52 101 37 150 117 40 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 71.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 9.1-22 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 24 497 46 31 590 127 52 101 37 150 117 40 Future Volume (veh/h) 24 497 46 31 590 127 52 101 37 150 117 40 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 512 35 32 608 96 54 104 24 155 121 35 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 49 1906 838 59 1925 848 296 663 296 306 663 296 Arrive On Green 0.03 0.54 0.54 0.03 0.54 0.54 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1781 3554 1564 1781 3554 1565 1231 3554 1585 1262 3554 1585 Grp Volume(v), veh/h 25 512 35 32 608 96 54 104 24 155 121 35 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1565 1231 1777 1585 1262 1777 1585 Q Serve(g_s), s 1.0 5.5 0.8 1.3 6.7 2.1 2.7 1.7 0.9 8.3 2.0 1.3 Cycle Q Clear(g_c), s 1.0 5.5 0.8 1.3 6.7 2.1 4.8 1.7 0.9 10.0 2.0 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 49 1906 838 59 1925 848 296 663 296 306 663 296 V/C Ratio(X) 0.51 0.27 0.04 0.54 0.32 0.11 0.18 0.16 0.08 0.51 0.18 0.12 Avail Cap(c_a), veh/h 694 1906 838 694 1925 848 711 1860 830 732 1860 830 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.0 8.9 7.8 33.7 9.0 7.9 26.3 24.1 23.8 28.4 24.3 24.0 Incr Delay (d2), s/veh 3.1 0.3 0.1 2.9 0.4 0.3 0.3 0.1 0.1 1.3 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 1.7 0.2 0.5 2.0 0.6 0.7 0.7 0.3 2.3 0.8 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.1 9.3 7.9 36.6 9.4 8.2 26.6 24.3 23.9 29.6 24.4 24.1 LnGrp LOS D A A D A A C C C C C C Approach Vol, veh/h 572 736 182 311 Approach Delay, s/veh 10.4 10.4 24.9 27.0 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 19.7 6.9 44.2 19.7 6.5 44.6 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 6.8 3.3 7.5 12.0 3.0 8.7 Green Ext Time (p_c), s 0.8 0.0 3.3 1.2 0.0 4.2 Intersection Summary HCM 6th Ctrl Delay 14.7 HCM 6th LOS B 9.1-23 Timings Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 130 424 131 328 322 168 143 1089 99 177 1268 68 Future Volume (vph) 130 424 131 328 322 168 143 1089 99 177 1268 68 Turn Type Prot NA Free Prot NA Free Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free Free 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 36.2 9.6 39.2 9.6 36.2 36.2 9.6 35.4 35.4 Total Split (s)15.0 38.0 19.0 42.0 16.0 44.0 44.0 19.0 47.0 47.0 Total Split (%)12.5% 31.7% 15.8% 35.0% 13.3% 36.7% 36.7% 15.8% 39.2% 39.2% Yellow Time (s)3.6 5.2 3.6 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 4.6 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 100.4 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 1: Monterey Av. & Country Club Dr. 9.1-24 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 1: Monterey Av. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 130 424 131 328 322 168 143 1089 99 177 1268 68 Future Volume (veh/h) 130 424 131 328 322 168 143 1089 99 177 1268 68 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 131 428 0 331 325 0 144 1100 33 179 1281 49 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 199 715 407 1023 214 2201 682 254 2259 701 Arrive On Green 0.06 0.14 0.00 0.12 0.20 0.00 0.06 0.43 0.43 0.07 0.44 0.44 Sat Flow, veh/h 3456 5106 1585 3456 5106 1585 3456 5106 1583 3456 5106 1584 Grp Volume(v), veh/h 131 428 0 331 325 0 144 1100 33 179 1281 49 Grp Sat Flow(s),veh/h/ln 1728 1702 1585 1728 1702 1585 1728 1702 1583 1728 1702 1584 Q Serve(g_s), s 3.4 7.2 0.0 8.6 5.0 0.0 3.7 14.3 1.1 4.6 17.1 1.6 Cycle Q Clear(g_c), s 3.4 7.2 0.0 8.6 5.0 0.0 3.7 14.3 1.1 4.6 17.1 1.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 199 715 407 1023 214 2201 682 254 2259 701 V/C Ratio(X)0.66 0.60 0.81 0.32 0.67 0.50 0.05 0.71 0.57 0.07 Avail Cap(c_a), veh/h 392 1769 542 1992 429 2201 682 542 2259 701 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.3 37.0 0.0 39.5 31.3 0.0 42.1 18.9 15.2 41.5 19.0 14.7 Incr Delay (d2), s/veh 1.4 0.8 0.0 5.1 0.2 0.0 1.4 0.8 0.1 1.3 1.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 2.9 0.0 3.7 1.9 0.0 1.6 5.2 0.4 1.9 6.0 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.7 37.8 0.0 44.6 31.5 0.0 43.5 19.7 15.3 42.9 20.1 14.9 LnGrp LOS D D D C D B B D C B Approach Vol, veh/h 559 A 656 A 1277 1509 Approach Delay, s/veh 39.2 38.1 22.3 22.6 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.3 46.0 15.4 19.1 10.3 47.0 9.9 24.6 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 14.4 * 38 14.4 31.8 11.4 40.6 10.4 35.8 Max Q Clear Time (g_c+I1), s 6.6 16.3 10.6 9.2 5.7 19.1 5.4 7.0 Green Ext Time (p_c), s 0.2 7.3 0.2 2.5 0.1 8.5 0.1 1.9 Intersection Summary HCM 6th Ctrl Delay 27.4 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. 9.1-25 Timings Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations Traffic Volume (vph)38 560 142 161 512 89 147 361 151 74 333 Future Volume (vph)38 560 142 161 512 89 147 361 151 74 333 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 Minimum Split (s)9.6 33.2 33.2 9.6 33.2 33.2 9.6 39.2 39.2 9.6 34.4 Total Split (s)11.8 42.0 42.0 22.1 52.3 52.3 20.0 42.6 42.6 13.3 35.9 Total Split (%)9.8% 35.0% 35.0% 18.4% 43.6% 43.6% 16.7% 35.5% 35.5% 11.1% 29.9% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 103.2 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Portola Rd. & Country Club Dr. 9.1-26 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 2: Portola Rd. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 38 560 142 161 512 89 147 361 151 74 333 39 Future Volume (veh/h) 38 560 142 161 512 89 147 361 151 74 333 39 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 41 602 82 173 551 69 158 388 81 80 358 26 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 62 789 349 206 1078 473 191 1343 598 103 1103 80 Arrive On Green 0.03 0.22 0.22 0.12 0.30 0.30 0.11 0.38 0.38 0.06 0.33 0.33 Sat Flow, veh/h 1781 3554 1572 1781 3554 1559 1781 3554 1583 1781 3357 243 Grp Volume(v), veh/h 41 602 82 173 551 69 158 388 81 80 189 195 Grp Sat Flow(s),veh/h/ln 1781 1777 1572 1781 1777 1559 1781 1777 1583 1781 1777 1823 Q Serve(g_s), s 2.2 15.3 4.1 9.2 12.3 3.1 8.4 7.3 3.2 4.3 7.7 7.8 Cycle Q Clear(g_c), s 2.2 15.3 4.1 9.2 12.3 3.1 8.4 7.3 3.2 4.3 7.7 7.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.13 Lane Grp Cap(c), veh/h 62 789 349 206 1078 473 191 1343 598 103 584 599 V/C Ratio(X) 0.67 0.76 0.23 0.84 0.51 0.15 0.83 0.29 0.14 0.78 0.32 0.33 Avail Cap(c_a), veh/h 133 1321 585 324 1701 746 285 1343 598 161 584 599 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.9 35.1 30.7 41.7 27.6 24.4 42.1 20.9 19.6 44.8 24.3 24.3 Incr Delay (d2), s/veh 4.5 1.6 0.3 6.0 0.4 0.1 7.6 0.5 0.5 4.8 1.5 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 6.3 1.5 4.2 4.9 1.1 3.9 2.9 1.2 1.9 3.2 3.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.5 36.6 31.1 47.7 28.0 24.6 49.7 21.5 20.1 49.5 25.7 25.8 LnGrp LOS D D C D C C D C C D C C Approach Vol, veh/h 725 793 627 464 Approach Delay, s/veh 36.8 32.0 28.4 29.8 Approach LOS D C C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.1 42.8 15.8 27.6 14.9 38.0 7.9 35.4 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 8.7 * 36 17.5 35.8 15.4 29.5 7.2 46.1 Max Q Clear Time (g_c+I1), s 6.3 9.3 11.2 17.3 10.4 9.8 4.2 14.3 Green Ext Time (p_c), s 0.0 2.5 0.1 3.6 0.1 1.7 0.0 3.7 Intersection Summary HCM 6th Ctrl Delay 32.1 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 9.1-27 Timings Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 150 593 57 118 605 118 63 8 266 4 60 Future Volume (vph) 150 593 57 118 605 118 63 8 266 4 60 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 23.2 23.2 9.6 27.2 27.2 9.6 33.2 9.6 36.2 36.2 Total Split (s)19.6 38.2 38.2 19.6 38.2 38.2 19.6 42.6 19.6 42.6 42.6 Total Split (%)16.3% 31.8% 31.8% 16.3% 31.8% 31.8% 16.3% 35.5% 16.3% 35.5% 35.5% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 86.1 Natural Cycle: 85 Control Type: Actuated-Uncoordinated Splits and Phases: 3: Desert Willow Dr. & Country Club Dr. 9.1-28 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 3: Desert Willow Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 150 593 57 118 605 118 63 8 73 266 4 60 Future Volume (veh/h) 150 593 57 118 605 118 63 8 73 266 4 60 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 152 599 0 119 611 112 64 8 34 269 4 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 232 1392 151 1455 643 84 48 202 358 397 Arrive On Green 0.07 0.39 0.00 0.08 0.41 0.41 0.05 0.16 0.16 0.10 0.21 0.00 Sat Flow, veh/h 3456 3554 1585 1781 3554 1570 1781 306 1300 3456 1870 1585 Grp Volume(v), veh/h 152 599 0 119 611 112 64 0 42 269 4 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1570 1781 0 1606 1728 1870 1585 Q Serve(g_s), s 3.5 10.1 0.0 5.4 10.0 3.7 2.9 0.0 1.9 6.2 0.1 0.0 Cycle Q Clear(g_c), s 3.5 10.1 0.0 5.4 10.0 3.7 2.9 0.0 1.9 6.2 0.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.81 1.00 1.00 Lane Grp Cap(c), veh/h 232 1392 151 1455 643 84 0 250 358 397 V/C Ratio(X)0.66 0.43 0.79 0.42 0.17 0.77 0.00 0.17 0.75 0.01 Avail Cap(c_a), veh/h 635 1392 327 1455 643 327 0 716 635 833 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 37.2 18.2 0.0 36.7 17.2 15.3 38.5 0.0 29.9 35.6 25.4 0.0 Incr Delay (d2), s/veh 1.2 1.0 0.0 3.4 0.9 0.6 5.4 0.0 0.3 1.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 3.8 0.0 2.3 3.7 1.3 1.4 0.0 0.7 2.6 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.4 19.1 0.0 40.1 18.1 15.9 43.9 0.0 30.2 36.8 25.4 0.0 LnGrp LOS D B D B B D A C D C Approach Vol, veh/h 751 A 842 106 273 A Approach Delay, s/veh 23.0 20.9 38.5 36.6 Approach LOS C C D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.1 18.9 11.5 38.2 8.4 23.5 10.1 39.6 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 15.0 36.4 15.0 32.0 15.0 36.4 15.0 32.0 Max Q Clear Time (g_c+I1), s 8.2 3.9 7.4 12.1 4.9 2.1 5.5 12.0 Green Ext Time (p_c), s 0.3 0.2 0.1 3.4 0.0 0.0 0.2 3.9 Intersection Summary HCM 6th Ctrl Delay 24.8 HCM 6th LOS C Notes Unsignalized Delay for [EBR, SBR] is excluded from calculations of the approach delay and intersection delay. 9.1-29 Timings Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group WBT WBR NBT NBR SBT Lane Configurations Traffic Volume (vph)3 94 343 544 384 Future Volume (vph)3 94 343 544 384 Turn Type NA Perm NA Free NA Protected Phases 8 2 6 Permitted Phases 8 Free Detector Phase 8 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 7.0 7.0 Minimum Split (s)10.3 10.3 13.0 29.0 Total Split (s)41.0 41.0 69.0 69.0 Total Split (%)37.3% 37.3% 62.7% 62.7% Yellow Time (s)4.3 4.3 5.0 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 6.0 6.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None C-Max C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 6 (5%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 9.1-30 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 449 3 94 0 343 544 0 384 76 Future Volume (veh/h) 0 0 0 449 3 94 0 343 544 0 384 76 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1530 1870 0 1781 1826 0 1856 1856 Adj Flow Rate, veh/h 458 3 81 0 350 0 0 392 70 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 25 2 0 8 5 0 3 3 Cap, veh/h 470 3 514 0 1939 0 2479 429 Arrive On Green 0.32 0.32 0.32 0.00 0.57 0.00 0.00 0.57 0.57 Sat Flow, veh/h 1448 9 1585 0 3474 1547 0 4496 750 Grp Volume(v), veh/h 461 0 81 0 350 0 0 303 159 Grp Sat Flow(s),veh/h/ln 1457 0 1585 0 1692 1547 0 1689 1702 Q Serve(g_s), s 34.4 0.0 4.0 0.0 5.4 0.0 0.0 4.6 4.8 Cycle Q Clear(g_c), s 34.4 0.0 4.0 0.0 5.4 0.0 0.0 4.6 4.8 Prop In Lane 0.99 1.00 0.00 1.00 0.00 0.44 Lane Grp Cap(c), veh/h 473 0 514 0 1939 0 1934 975 V/C Ratio(X)0.97 0.00 0.16 0.00 0.18 0.00 0.16 0.16 Avail Cap(c_a), veh/h 473 0 514 0 1939 0 1934 975 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 36.7 0.0 26.4 0.0 11.2 0.0 0.0 11.0 11.1 Incr Delay (d2), s/veh 34.8 0.0 0.1 0.0 0.2 0.0 0.0 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 16.1 0.0 1.5 0.0 1.8 0.0 0.0 1.6 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 71.5 0.0 26.6 0.0 11.4 0.0 0.0 11.2 11.4 LnGrp LOS E A C A B A B B Approach Vol, veh/h 542 350 A 462 Approach Delay, s/veh 64.8 11.4 11.3 Approach LOS E B B Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 69.0 69.0 41.0 Change Period (Y+Rc), s 6.0 6.0 5.3 Max Green Setting (Gmax), s 63.0 63.0 35.7 Max Q Clear Time (g_c+I1), s 7.4 6.8 36.4 Green Ext Time (p_c), s 1.3 1.6 0.0 Intersection Summary HCM 6th Ctrl Delay 32.7 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. 9.1-31 Timings Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 4 Lane Group EBL EBT EBR NBT SBL SBT Lane Configurations Traffic Volume (vph) 104 1 535 783 139 692 Future Volume (vph) 104 1 535 783 139 692 Turn Type Split NA Perm NA Prot NA Protected Phases 4 4 2 1 6 Permitted Phases 4 Detector Phase 4 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 7.0 5.0 8.0 Minimum Split (s)10.3 10.3 10.3 13.0 9.7 37.0 Total Split (s)40.0 40.0 40.0 45.0 25.0 45.0 Total Split (%)36.4% 36.4% 36.4% 40.9% 22.7% 40.9% Yellow Time (s)4.3 4.3 4.3 5.0 3.7 5.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.3 5.3 5.3 6.0 4.7 6.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Max None C-Max Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 9.1-32 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 104 1 535 0 0 0 0 783 487 139 692 0 Future Volume (veh/h) 104 1 535 0 0 0 0 783 487 139 692 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1841 1900 1811 0 1811 1811 1648 1856 0 Adj Flow Rate, veh/h 108 0 317 0 816 487 145 721 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 4 0 6 0 6 6 17 3 0 Cap, veh/h 225 0 395 0 2035 948 170 3894 0 Arrive On Green 0.13 0.00 0.13 0.00 0.62 0.62 0.11 0.77 0.00 Sat Flow, veh/h 1753 0 3070 0 3459 1535 1570 5233 0 Grp Volume(v), veh/h 108 0 317 0 816 487 145 721 0 Grp Sat Flow(s),veh/h/ln 1753 0 1535 0 1648 1535 1570 1689 0 Q Serve(g_s), s 6.3 0.0 11.0 0.0 13.8 19.6 10.0 4.2 0.0 Cycle Q Clear(g_c), s 6.3 0.0 11.0 0.0 13.8 19.6 10.0 4.2 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 Lane Grp Cap(c), veh/h 225 0 395 0 2035 948 170 3894 0 V/C Ratio(X)0.48 0.00 0.80 0.00 0.40 0.51 0.85 0.19 0.00 Avail Cap(c_a), veh/h 553 0 968 0 2035 948 290 3894 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 1.00 0.00 0.80 0.80 1.00 1.00 0.00 Uniform Delay (d), s/veh 44.5 0.0 46.6 0.0 10.7 11.8 48.2 3.4 0.0 Incr Delay (d2), s/veh 1.2 0.0 2.9 0.0 0.5 1.6 4.6 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 0.0 4.2 0.0 4.3 5.9 3.9 0.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 45.7 0.0 49.5 0.0 11.2 13.4 52.8 3.5 0.0 LnGrp LOS D A D A B B D A A Approach Vol, veh/h 425 1303 866 Approach Delay, s/veh 48.5 12.0 11.8 Approach LOS D B B Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 16.6 73.9 19.4 90.6 Change Period (Y+Rc), s * 4.7 6.0 5.3 6.0 Max Green Setting (Gmax), s * 20 39.0 34.7 39.0 Max Q Clear Time (g_c+I1), s 12.0 21.6 13.0 6.2 Green Ext Time (p_c), s 0.1 5.0 1.1 2.9 Intersection Summary HCM 6th Ctrl Delay 17.9 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 9.1-33 Timings Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 240 208 147 68 227 98 233 933 48 185 844 173 Future Volume (vph) 240 208 147 68 227 98 233 933 48 185 844 173 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.5 41.4 9.2 41.4 41.4 9.2 42.5 42.5 9.2 42.5 42.5 Total Split (s)10.0 51.0 12.4 53.4 53.4 11.0 44.6 44.6 12.0 45.6 45.6 Total Split (%)8.3% 42.5% 10.3% 44.5% 44.5% 9.2% 37.2% 37.2% 10.0% 38.0% 38.0% Yellow Time (s) 3.5 4.4 3.2 4.4 4.4 3.2 5.5 5.5 3.2 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.2 5.4 5.4 4.2 6.5 6.5 4.2 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 88.4 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 6: Cook St. & Gerald Ford Dr. 9.1-34 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 6: Cook St. & Gerald Ford Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 240 208 147 68 227 98 233 933 48 185 844 173 Future Volume (veh/h) 240 208 147 68 227 98 233 933 48 185 844 173 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 253 219 0 72 239 47 245 982 37 195 888 139 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 232 510 170 433 193 287 2455 762 273 2435 755 Arrive On Green 0.07 0.14 0.00 0.05 0.12 0.12 0.08 0.48 0.48 0.08 0.48 0.48 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 5106 1585 3456 5106 1584 Grp Volume(v), veh/h 253 219 0 72 239 47 245 982 37 195 888 139 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1702 1585 1728 1702 1584 Q Serve(g_s), s 5.5 4.6 0.0 1.7 5.2 2.2 5.7 10.1 1.0 4.5 9.0 4.1 Cycle Q Clear(g_c), s 5.5 4.6 0.0 1.7 5.2 2.2 5.7 10.1 1.0 4.5 9.0 4.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 232 510 170 433 193 287 2455 762 273 2435 755 V/C Ratio(X)1.09 0.43 0.42 0.55 0.24 0.85 0.40 0.05 0.71 0.36 0.18 Avail Cap(c_a), veh/h 232 1976 346 2080 928 287 2455 762 329 2435 755 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.2 32.0 0.0 37.9 33.9 32.6 37.1 13.7 11.3 36.9 13.6 12.3 Incr Delay (d2), s/veh 85.7 0.6 0.0 0.6 1.1 0.6 20.6 0.5 0.1 4.0 0.4 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.0 1.9 0.0 0.7 2.2 0.8 3.0 3.3 0.3 1.9 2.9 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 123.9 32.6 0.0 38.5 35.0 33.2 57.7 14.2 11.4 40.9 14.0 12.8 LnGrp LOS F C D C C E B B D B B Approach Vol, veh/h 472 A 358 1264 1222 Approach Delay, s/veh 81.6 35.5 22.5 18.2 Approach LOS F D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.7 45.9 8.2 17.2 11.0 45.6 10.0 15.4 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 5.4 * 4.2 6.5 4.5 5.4 Max Green Setting (Gmax), s * 7.8 38.1 * 8.2 45.6 * 6.8 39.1 5.5 48.0 Max Q Clear Time (g_c+I1), s 6.5 12.1 3.7 6.6 7.7 11.0 7.5 7.2 Green Ext Time (p_c), s 0.0 6.6 0.0 1.4 0.0 6.3 0.0 1.7 Intersection Summary HCM 6th Ctrl Delay 30.7 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 9.1-35 Timings Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR Lane Configurations Traffic Volume (vph) 178 143 104 49 158 72 120 923 73 836 199 Future Volume (vph) 178 143 104 49 158 72 120 923 73 836 199 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 7 4 4 3 8 8 5 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.5 37.5 9.6 42.5 42.5 9.6 42.5 9.6 37.5 37.5 Total Split (s)10.4 43.3 43.3 9.6 42.5 42.5 9.6 42.5 9.6 42.5 42.5 Total Split (%)9.9% 41.2% 41.2% 9.1% 40.5% 40.5% 9.1% 40.5% 9.1% 40.5% 40.5% Yellow Time (s) 3.6 5.5 5.5 3.6 5.5 5.5 3.6 5.5 3.6 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.5 6.5 4.6 6.5 6.5 4.6 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max None Max Max Intersection Summary Cycle Length: 105 Actuated Cycle Length: 84.2 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 7: Cook St. & Frank Sinatra Dr. 9.1-36 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 7: Cook St. & Frank Sinatra Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 178 143 104 49 158 72 120 923 52 73 836 199 Future Volume (veh/h) 178 143 104 49 158 72 120 923 52 73 836 199 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 189 152 110 52 168 24 128 982 41 78 889 168 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 255 560 250 149 452 201 206 1617 68 180 2336 725 Arrive On Green 0.07 0.16 0.16 0.04 0.13 0.13 0.06 0.47 0.47 0.05 0.46 0.46 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3476 145 3456 5106 1584 Grp Volume(v), veh/h 189 152 110 52 168 24 128 502 521 78 889 168 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1585 1728 1777 1844 1728 1702 1584 Q Serve(g_s), s 4.2 3.0 4.9 1.2 3.4 1.1 2.8 16.6 16.6 1.7 9.0 5.1 Cycle Q Clear(g_c), s 4.2 3.0 4.9 1.2 3.4 1.1 2.8 16.6 16.6 1.7 9.0 5.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.08 1.00 1.00 Lane Grp Cap(c), veh/h 255 560 250 149 452 201 206 826 858 180 2336 725 V/C Ratio(X) 0.74 0.27 0.44 0.35 0.37 0.12 0.62 0.61 0.61 0.43 0.38 0.23 Avail Cap(c_a), veh/h 255 1662 741 220 1626 725 220 826 858 220 2336 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.7 29.2 30.0 36.6 31.5 30.4 36.1 15.7 15.7 36.2 14.0 13.0 Incr Delay (d2), s/veh 9.8 0.3 1.2 0.5 0.5 0.3 3.3 3.3 3.2 0.6 0.5 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 1.2 1.8 0.5 1.4 0.4 1.2 6.1 6.3 0.7 2.9 1.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 45.6 29.4 31.2 37.1 32.0 30.7 39.4 19.0 18.9 36.8 14.5 13.7 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 451 244 1151 1135 Approach Delay, s/veh 36.6 32.9 21.2 15.9 Approach LOS D C C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.7 43.1 8.0 18.9 9.3 42.5 10.4 16.5 Change Period (Y+Rc), s 4.6 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 5.0 36.0 5.0 36.8 5.0 36.0 5.8 36.0 Max Q Clear Time (g_c+I1), s 3.7 18.6 3.2 6.9 4.8 11.0 6.2 5.4 Green Ext Time (p_c), s 0.0 5.3 0.0 1.1 0.0 6.3 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 22.5 HCM 6th LOS C 9.1-37 HCM 6th TWSC Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 1 Intersection Int Delay, s/veh 62.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 245 57 25 780 843 113 Future Vol, veh/h 245 57 25 780 843 113 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 90 0 120 - - 130 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 261 61 27 830 897 120 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1366 449 1017 0 - 0 Stage 1 897 - - - - - Stage 2 469 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver ~ 138 557 678 - - - Stage 1 358 - - - - - Stage 2 596 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 132 557 678 - - - Mov Cap-2 Maneuver ~ 132 - - - - - Stage 1 344 - - - - - Stage 2 596 - - - - - Approach EB NB SB HCM Control Delay, s$ 424.6 0.3 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h)678 - 132 557 - - HCM Lane V/C Ratio 0.039 - 1.975 0.109 - - HCM Control Delay (s) 10.5 -$ 520.5 12.3 - - HCM Lane LOS B - F B - - HCM 95th %tile Q(veh) 0.1 - 20.8 0.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 9.1-38 Timings Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 277 514 141 153 439 136 242 469 150 269 570 212 Future Volume (vph) 277 514 141 153 439 136 242 469 150 269 570 212 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 42.2 42.2 9.6 39.2 39.2 9.6 40.4 40.4 Total Split (s)15.0 44.0 44.0 13.5 42.5 42.5 17.6 46.3 46.3 16.2 44.9 44.9 Total Split (%)12.5% 36.7% 36.7% 11.3% 35.4% 35.4% 14.7% 38.6% 38.6% 13.5% 37.4% 37.4% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.4 5.4 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.4 6.4 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 104.7 Natural Cycle: 105 Control Type: Actuated-Uncoordinated Splits and Phases: 9: Cook St. & Country Club Dr. 9.1-39 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 9: Cook St. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 277 514 141 153 439 136 242 469 150 269 570 212 Future Volume (veh/h) 277 514 141 153 439 136 242 469 150 269 570 212 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 283 524 89 156 448 75 247 479 90 274 582 156 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 348 745 332 222 615 275 317 1444 636 342 1469 643 Arrive On Green 0.10 0.21 0.21 0.06 0.17 0.17 0.09 0.41 0.41 0.10 0.41 0.41 Sat Flow, veh/h 3456 3554 1581 3456 3554 1585 3456 3554 1565 3456 3554 1556 Grp Volume(v), veh/h 283 524 89 156 448 75 247 479 90 274 582 156 Grp Sat Flow(s),veh/h/ln 1728 1777 1581 1728 1777 1585 1728 1777 1565 1728 1777 1556 Q Serve(g_s), s 7.9 13.5 4.7 4.4 11.8 4.1 6.9 9.1 3.6 7.7 11.3 6.5 Cycle Q Clear(g_c), s 7.9 13.5 4.7 4.4 11.8 4.1 6.9 9.1 3.6 7.7 11.3 6.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 348 745 332 222 615 275 317 1444 636 342 1469 643 V/C Ratio(X) 0.81 0.70 0.27 0.70 0.73 0.27 0.78 0.33 0.14 0.80 0.40 0.24 Avail Cap(c_a), veh/h 364 1361 605 312 1307 583 455 1444 636 406 1469 643 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.5 36.1 32.7 45.3 38.6 35.4 43.8 20.1 18.5 43.5 20.3 18.9 Incr Delay (d2), s/veh 11.6 1.2 0.4 1.5 1.7 0.5 3.1 0.6 0.5 7.9 0.8 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 5.6 1.7 1.8 5.0 1.5 2.9 3.6 1.3 3.5 4.4 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.1 37.4 33.1 46.8 40.3 35.9 46.9 20.7 18.9 51.4 21.1 19.8 LnGrp LOS E D C D D D D C B D C B Approach Vol, veh/h 896 679 816 1012 Approach Delay, s/veh 42.5 41.3 28.4 29.1 Approach LOS D D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.4 46.5 10.9 26.9 13.7 47.2 14.5 23.3 Change Period (Y+Rc), s 4.6 * 6.4 4.6 6.2 4.6 6.4 4.6 6.2 Max Green Setting (Gmax), s 11.6 * 40 8.9 37.8 13.0 38.5 10.4 36.3 Max Q Clear Time (g_c+I1), s 9.7 11.1 6.4 15.5 8.9 13.3 9.9 13.8 Green Ext Time (p_c), s 0.1 3.2 0.1 3.3 0.2 4.0 0.0 2.8 Intersection Summary HCM 6th Ctrl Delay 34.9 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 9.1-40 Timings Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 12 Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 177 209 91 288 83 73 564 117 97 631 196 Future Volume (vph) 177 209 91 288 83 73 564 117 97 631 196 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 6 Detector Phase 7 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 31.8 9.6 36.8 36.8 9.6 39.2 39.2 9.6 37.2 37.2 Total Split (s)17.2 43.2 17.2 43.2 43.2 17.2 42.4 42.4 17.2 42.4 42.4 Total Split (%)14.3% 36.0% 14.3% 36.0% 36.0% 14.3% 35.3% 35.3% 14.3% 35.3% 35.3% Yellow Time (s)3.6 4.8 3.6 4.8 4.8 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 5.8 4.6 5.8 5.8 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None Max Max None Max Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 90.3 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 10: Cook St. & Hovley Ln. 9.1-41 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 10: Cook St. & Hovley Ln.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 177 209 119 91 288 83 73 564 117 97 631 196 Future Volume (veh/h) 177 209 119 91 288 83 73 564 117 97 631 196 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 192 227 80 99 313 50 79 613 76 105 686 133 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 278 412 141 194 478 213 180 1632 728 197 1649 731 Arrive On Green 0.08 0.16 0.16 0.06 0.13 0.13 0.05 0.46 0.46 0.06 0.46 0.46 Sat Flow, veh/h 3456 2597 890 3456 3554 1585 3456 3554 1585 3456 3554 1576 Grp Volume(v), veh/h 192 153 154 99 313 50 79 613 76 105 686 133 Grp Sat Flow(s),veh/h/ln 1728 1777 1710 1728 1777 1585 1728 1777 1585 1728 1777 1576 Q Serve(g_s), s 4.3 6.3 6.6 2.2 6.6 2.2 1.7 8.9 2.1 2.3 10.1 3.9 Cycle Q Clear(g_c), s 4.3 6.3 6.6 2.2 6.6 2.2 1.7 8.9 2.1 2.3 10.1 3.9 Prop In Lane 1.00 0.52 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 278 282 271 194 478 213 180 1632 728 197 1649 731 V/C Ratio(X) 0.69 0.54 0.57 0.51 0.65 0.23 0.44 0.38 0.10 0.53 0.42 0.18 Avail Cap(c_a), veh/h 552 843 811 552 1686 752 552 1632 728 552 1649 731 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.3 30.5 30.7 36.2 32.4 30.5 36.2 13.9 12.1 36.2 14.0 12.4 Incr Delay (d2), s/veh 1.2 1.6 1.9 0.8 1.5 0.6 0.6 0.7 0.3 0.8 0.8 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 2.6 2.6 0.9 2.7 0.8 0.7 3.1 0.7 0.9 3.6 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.5 32.2 32.5 36.9 33.9 31.0 36.9 14.6 12.4 37.0 14.8 12.9 LnGrp LOS D C C D C C D B B D B B Approach Vol, veh/h 499 462 768 924 Approach Delay, s/veh 33.9 34.2 16.7 17.1 Approach LOS C C B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.1 42.4 9.0 18.3 8.7 42.8 10.9 16.4 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 12.6 36.2 12.6 37.4 12.6 36.2 12.6 37.4 Max Q Clear Time (g_c+I1), s 4.3 10.9 4.2 8.6 3.7 12.1 6.3 8.6 Green Ext Time (p_c), s 0.1 4.0 0.1 1.6 0.1 4.7 0.2 2.0 Intersection Summary HCM 6th Ctrl Delay 23.1 HCM 6th LOS C 9.1-42 Timings Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 14 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)53 684 77 19 549 39 53 67 27 54 75 33 Future Volume (vph)53 684 77 19 549 39 53 67 27 54 75 33 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s)9.6 37.2 37.2 9.6 37.2 37.2 9.6 36.2 36.2 9.6 35.2 35.2 Total Split (s)15.6 43.2 43.2 15.6 43.2 43.2 15.6 45.6 45.6 15.6 45.6 45.6 Total Split (%)13.0% 36.0% 36.0% 13.0% 36.0% 36.0% 13.0% 38.0% 38.0% 13.0% 38.0% 38.0% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 3.6 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 83.7 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Eldorado Dr. & Country Club Dr. 9.1-43 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 11: Eldorado Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 15 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 53 684 77 19 549 39 53 67 27 54 75 33 Future Volume (veh/h) 53 684 77 19 549 39 53 67 27 54 75 33 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 60 769 86 21 617 42 60 75 30 61 84 37 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 84 1820 801 42 1735 774 84 468 209 85 469 209 Arrive On Green 0.05 0.51 0.51 0.02 0.49 0.49 0.05 0.13 0.13 0.05 0.13 0.13 Sat Flow, veh/h 1781 3554 1564 1781 3554 1585 1781 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 60 769 86 21 617 42 60 75 30 61 84 37 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1585 1781 1777 1585 1781 1777 1585 Q Serve(g_s), s 2.5 10.2 2.2 0.9 8.1 1.1 2.5 1.4 1.3 2.6 1.6 1.6 Cycle Q Clear(g_c), s 2.5 10.2 2.2 0.9 8.1 1.1 2.5 1.4 1.3 2.6 1.6 1.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 84 1820 801 42 1735 774 84 468 209 85 469 209 V/C Ratio(X) 0.71 0.42 0.11 0.50 0.36 0.05 0.71 0.16 0.14 0.72 0.18 0.18 Avail Cap(c_a), veh/h 259 1820 801 259 1735 774 259 1848 824 259 1848 824 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 11.5 9.5 36.6 12.0 10.2 35.6 29.2 29.1 35.6 29.2 29.2 Incr Delay (d2), s/veh 4.1 0.7 0.3 3.4 0.6 0.1 4.1 0.2 0.3 4.2 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 3.4 0.7 0.4 2.7 0.3 1.1 0.6 0.5 1.1 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.7 12.2 9.8 39.9 12.6 10.3 39.7 29.3 29.4 39.8 29.4 29.6 LnGrp LOS D B A D B B D C C D C C Approach Vol, veh/h 915 680 165 182 Approach Delay, s/veh 13.8 13.3 33.1 32.9 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 8.2 16.2 6.4 45.0 8.2 16.2 8.2 43.2 Change Period (Y+Rc), s 4.6 6.2 4.6 6.2 4.6 6.2 4.6 6.2 Max Green Setting (Gmax), s 11.0 39.4 11.0 37.0 11.0 39.4 11.0 37.0 Max Q Clear Time (g_c+I1), s 4.6 3.4 2.9 12.2 4.5 3.6 4.5 10.1 Green Ext Time (p_c), s 0.0 0.5 0.0 5.2 0.0 0.5 0.0 4.0 Intersection Summary HCM 6th Ctrl Delay 17.1 HCM 6th LOS B 9.1-44 Timings Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 16 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)31 522 53 31 565 127 44 101 37 150 117 32 Future Volume (vph)31 522 53 31 565 127 44 101 37 150 117 32 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 6 Detector Phase 7 4 4 3 8 8 2 2 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s)9.6 16.2 16.2 9.6 40.2 40.2 35.5 35.5 35.5 35.5 35.5 35.5 Total Split (s)32.2 44.2 44.2 32.2 44.2 44.2 43.6 43.6 43.6 43.6 43.6 43.6 Total Split (%)26.8% 36.8% 36.8% 26.8% 36.8% 36.8% 36.3% 36.3% 36.3% 36.3% 36.3% 36.3% Yellow Time (s)3.6 5.2 5.2 3.6 5.2 5.2 5.5 5.5 5.5 5.5 5.5 5.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 6.2 6.2 4.6 6.2 6.2 6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Max Max None Max Max None None None None None None Intersection Summary Cycle Length: 120 Actuated Cycle Length: 71.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr. 9.1-45 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 12: Tamarisk Row Dr./Oasis Club Dr. & Country Club Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 522 53 31 565 127 44 101 37 150 117 32 Future Volume (veh/h) 31 522 53 31 565 127 44 101 37 150 117 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 32 538 43 32 582 96 45 104 24 155 121 27 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 59 1906 839 59 1906 839 297 662 295 306 662 295 Arrive On Green 0.03 0.54 0.54 0.03 0.54 0.54 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1781 3554 1564 1781 3554 1565 1240 3554 1585 1262 3554 1585 Grp Volume(v), veh/h 32 538 43 32 582 96 45 104 24 155 121 27 Grp Sat Flow(s),veh/h/ln 1781 1777 1564 1781 1777 1565 1240 1777 1585 1262 1777 1585 Q Serve(g_s), s 1.3 5.9 0.9 1.3 6.4 2.1 2.2 1.7 0.9 8.3 2.0 1.0 Cycle Q Clear(g_c), s 1.3 5.9 0.9 1.3 6.4 2.1 4.3 1.7 0.9 10.0 2.0 1.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 59 1906 839 59 1906 839 297 662 295 306 662 295 V/C Ratio(X) 0.54 0.28 0.05 0.54 0.31 0.11 0.15 0.16 0.08 0.51 0.18 0.09 Avail Cap(c_a), veh/h 694 1906 839 694 1906 839 715 1861 830 732 1861 830 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.7 9.0 7.8 33.7 9.1 8.1 26.1 24.2 23.8 28.4 24.3 23.9 Incr Delay (d2), s/veh 2.9 0.4 0.1 2.9 0.4 0.3 0.2 0.1 0.1 1.3 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.8 0.3 0.5 2.0 0.6 0.6 0.7 0.3 2.3 0.8 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.6 9.3 7.9 36.6 9.5 8.4 26.3 24.3 23.9 29.7 24.4 24.0 LnGrp LOS D A A D A A C C C C C C Approach Vol, veh/h 613 710 173 303 Approach Delay, s/veh 10.7 10.6 24.7 27.1 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 19.7 6.9 44.2 19.7 6.9 44.2 Change Period (Y+Rc), s 6.5 4.6 6.2 6.5 4.6 6.2 Max Green Setting (Gmax), s 37.1 27.6 38.0 37.1 27.6 38.0 Max Q Clear Time (g_c+I1), s 6.3 3.3 7.9 12.0 3.3 8.4 Green Ext Time (p_c), s 0.7 0.0 3.5 1.2 0.0 4.0 Intersection Summary HCM 6th Ctrl Delay 14.7 HCM 6th LOS B 9.1-46 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 9.2: EAPC (2022, SPECIAL EVENT) CONDITIONS OFF-RAMP QUEUING ANALYSIS WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 552 96 332 429 488 v/c Ratio 0.84 0.15 0.19 0.28 0.19 Control Delay 42.3 5.2 9.0 0.9 14.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 42.3 5.2 9.0 0.9 14.4 Queue Length 50th (ft) 345 4 26 3 60 Queue Length 95th (ft) 425 32 36 26 95 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 809 789 1721 1538 2539 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.68 0.12 0.19 0.28 0.19 Intersection Summary 9.2-1 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 108 345 344 1083 145 832 v/c Ratio 0.32 0.83 0.83 0.43 0.71 0.23 Control Delay 37.9 37.9 37.6 16.1 58.6 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.9 37.9 37.6 16.1 58.6 5.0 Queue Length 50th (ft) 66 131 131 136 89 60 Queue Length 95th (ft) 101 217 216 242 m147 118 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 547 571 570 2546 285 3545 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.60 0.60 0.43 0.51 0.23 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. 9.2-2 Queues Desert Wave TIA (JN 11825) 4: Cook St. & I-10 WB On-Ramp/I-10 WB Off-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 2 Lane Group WBT WBR NBT NBR SBT Lane Group Flow (vph) 461 96 350 555 470 v/c Ratio 0.80 0.16 0.19 0.36 0.17 Control Delay 43.9 4.7 6.9 1.6 11.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 43.9 4.7 6.9 1.6 11.6 Queue Length 50th (ft) 292 0 24 14 49 Queue Length 95th (ft) 360 30 31 52 84 Internal Link Dist (ft) 1825 267 517 Turn Bay Length (ft)175 Base Capacity (vph) 809 794 1885 1538 2775 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.57 0.12 0.19 0.36 0.17 Intersection Summary 9.2-3 Queues Desert Wave TIA (JN 11825) 5: Cook St. & I-10 EB Off-Ramp /I-10 EB On-Ramp 01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour Synchro 10 Report Urban Crossroads, Inc.Page 5 Lane Group EBL EBT EBR NBT SBL SBT Lane Group Flow (vph) 108 280 278 1323 145 721 v/c Ratio 0.50 0.76 0.75 0.46 0.71 0.19 Control Delay 51.2 25.0 24.5 12.8 60.5 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.2 25.0 24.5 12.8 60.5 2.3 Queue Length 50th (ft) 73 45 43 151 85 13 Queue Length 95th (ft) 116 130 129 268 148 65 Internal Link Dist (ft)1207 1529 111 Turn Bay Length (ft)105 280 Base Capacity (vph) 547 604 604 2856 285 3889 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.46 0.46 0.46 0.51 0.19 Intersection Summary 9.2-4 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 9.3: EAPC (2022, SPECIAL EVENT) CONDITIONS FREEWAY FACILITY WORKSHEETS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAPC 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Arrival Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.971 2887 7200 0.40 70.0 13.7 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2914 695 7200 1900 0.40 0.37 58.9 54.4 16.5 15.5 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2192 7200 0.30 70.0 10.4 A Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.971 2667 475 9600 1900 0.23 0.25 70.0 -7.8 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 9.3-1 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.962 2671 9600 0.28 70.0 9.5 A Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2757 86 9600 2100 0.29 0.04 66.1 62.7 10.4 9.6 A Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2760 7200 0.38 70.0 13.1 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.5 12.2 11.7 2.9 B Facility Overall Results Space Mean Speed, mi/h 68.5 Density, veh/mi/ln 11.7 Average Travel Time, min 2.9 Density, pc/mi/ln 12.2 9.3-2 2000 2500 3000 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 20 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/24/2019 15:41:4 01 SAT -10 WB - Arrival.xu9.3-3 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAPC 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Arrival Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3506 9600 0.37 70.0 12.5 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.962 3506 870 7200 2000 0.49 0.44 60.4 55.8 19.3 18.9 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2636 7200 0.37 70.0 12.6 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 3225 589 7200 2100 0.45 0.28 63.9 62.1 16.8 17.2 B Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3248 7200 0.45 70.0 15.5 B9.3-4 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.3 14.3 13.8 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.3 Density, veh/mi/ln 13.8 Average Travel Time, min 2.7 Density, pc/mi/ln 14.3 9.3-5 2500 3000 3500 4000 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/24/2019 15:42:3 02 SAT -10 EB - Arrival.xu9.3-6 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAPC 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Departure Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 7 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic East of Cook Street 5280 3 2 Diverge Diverge WB Off-Ramp 1500 3 3 Basic Basic Between 1000 3 4 Merge Basic WB Loop On-Ramp 1500 4 5 Basic Basic Between 1650 4 6 Merge Merge WB On-Ramp 1500 4 7 Basic Basic West of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2813 7200 0.39 70.0 13.4 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2813 598 7200 1900 0.39 0.31 59.2 54.7 15.8 14.8 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2192 7200 0.30 70.0 10.4 A Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.980 2800 608 9600 1900 0.23 0.32 70.0 -7.8 -A Segment 5: Basic Time PHF fHV Flow Rate Capacity d/c Speed Density LOS 9.3-7 Period (pc/h (pc/h Ratio (mi/h (pc/mi/ln 1 0.92 0.962 2811 9600 0.29 70.0 10.0 A Segment 6: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 2897 86 9600 2100 0.30 0.04 66.1 62.7 11.0 10.0 A Segment 7: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2900 7200 0.40 70.0 13.8 B Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.6 12.3 11.9 2.9 B Facility Overall Results Space Mean Speed, mi/h 68.6 Density, veh/mi/ln 11.9 Average Travel Time, min 2.9 Density, pc/mi/ln 12.3 9.3-8 2000 2500 3000 1 2 3 4 5 6 7 TP1 Segment Volume Distribution 55 60 65 70 1 2 3 4 5 6 7 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 5 10 15 20 1 2 3 4 5 6 7 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/24/2019 15:43:5 03 SAT -10 WB - Departure.xu9.3-9 HCS7 Freeway Facilities Report Project Information Analyst RV Date 1/18/2019 Agency Urban Crossroads, Inc.Analysis Year EAPC 2022 Jurisdiction Caltrans Time Period Analyzed Saturday Departure Peak Hour Project Description Desert Wave TIA (JN 11825) Facility Global Input Jam Density, pc/mi/ln 190.0 Density at Capacity, pc/mi/ln 45.0 Queue Discharge Capacity Drop, %7 Total Segments 5 Total Time Periods 1 Time Period Duration, min 15 Facility Segment Data No.Coded Analyzed Name Length, ft Lanes 1 Basic Basic West of Cook Street 5280 4 2 Diverge Diverge EB Off-Ramp 1500 3 3 Basic Basic Between 2650 3 4 Merge Merge EB On-Ramp 1500 3 5 Basic Basic East of Cook Street 5280 3 Facility Segment Data Segment 1: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3365 9600 0.35 70.0 12.0 B Segment 2: Diverge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 0.962 3365 729 7200 2000 0.47 0.36 60.8 56.2 18.4 17.9 B Segment 3: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 2636 7200 0.37 70.0 12.6 B Segment 4: Merge Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS F R F R Freeway Ramp Freeway Ramp F R F R Freeway Ramp 1 0.92 0.92 0.962 1.000 3322 686 7200 2100 0.46 0.33 63.8 62.0 17.4 17.9 B Segment 5: Basic Time Period PHF fHV Flow Rate (pc/h) Capacity (pc/h) d/c Ratio Speed (mi/h) Density (pc/mi/ln) LOS 1 0.92 0.962 3349 7200 0.47 70.0 15.9 B9.3-10 Facility Time Period Results T Speed, mi/h Density, pc/mi/ln Density, veh/mi/ln Travel Time, min LOS 1 68.4 14.2 13.7 2.7 B Facility Overall Results Space Mean Speed, mi/h 68.4 Density, veh/mi/ln 13.7 Average Travel Time, min 2.7 Density, pc/mi/ln 14.2 9.3-11 2500 3000 3500 1 2 3 4 5 TP1 Segment Volume Distribution 60 65 70 1 2 3 4 5 Speed > 60 50 < Speed ≤ 60 40 < Speed ≤ 50 30 < Speed ≤ 40 20 < Speed ≤ 30 Speed ≤ 20 TP1 Segment Speed Distribution 10 15 20 1 2 3 4 5 Density ≤ 11 11 < Density ≤ 18 18 < Density ≤ 26 26 < Density ≤ 35 35 < Density ≤ 45 Density > 45 TP1 Segment Density Distribution Copyright © 2019 University of Florida. All Rights Reserved.HC ™Freeways Version 7.Generated: 01/24/2019 15:44:4 04 SAT -10 EB - Departure.xu9.3-12 Desert Wave Traffic Impact Analysis 11825-04 TIA Report APPENDIX 9.4: EAPC (2022, SPECIAL EVENT) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS WITH IMPROVEMENTS Desert Wave Traffic Impact Analysis 11825-04 TIA Report This Page Intentionally Left Blank Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 118 29 53 663 960 240 Future Volume (vph) 118 29 53 663 960 240 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 28.2 28.2 Total Split (s)34.0 34.0 20.0 86.0 66.0 66.0 Total Split (%)28.3% 28.3% 16.7% 71.7% 55.0% 55.0% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 9.4-1 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Special Event Saturday Arrival Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 118 29 53 663 960 240 Future Volume (veh/h) 118 29 53 663 960 240 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 126 31 56 705 1021 255 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 156 138 72 2923 2643 1179 Arrive On Green 0.09 0.09 0.04 0.82 0.74 0.74 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 126 31 56 705 1021 255 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 8.3 2.2 3.7 5.3 12.4 5.9 Cycle Q Clear(g_c), s 8.3 2.2 3.7 5.3 12.4 5.9 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 156 138 72 2923 2643 1179 V/C Ratio(X) 0.81 0.22 0.77 0.24 0.39 0.22 Avail Cap(c_a), veh/h 436 388 229 2923 2643 1179 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.93 0.93 0.87 0.87 Uniform Delay (d), s/veh 53.8 51.0 57.0 2.4 5.5 4.7 Incr Delay (d2), s/veh 3.8 0.3 6.0 0.2 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 2.0 1.7 0.9 3.4 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.6 51.3 63.0 2.5 5.9 5.1 LnGrp LOS E D E A A A Approach Vol, veh/h 157 761 1276 Approach Delay, s/veh 56.3 7.0 5.7 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 104.9 15.1 9.5 95.4 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 79.8 29.4 15.4 59.8 Max Q Clear Time (g_c+I1), s 7.3 10.3 5.7 14.4 Green Ext Time (p_c), s 4.7 0.2 0.0 8.8 Intersection Summary HCM 6th Ctrl Delay 9.8 HCM 6th LOS A 9.4-2 Timings Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 245 57 25 780 843 113 Future Volume (vph) 245 57 25 780 843 113 Turn Type Prot Perm Prot NA NA Perm Protected Phases 4 5 2 6 Permitted Phases 4 6 Detector Phase 4 4 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 10.0 Minimum Split (s)9.6 9.6 9.6 16.2 28.2 28.2 Total Split (s)32.0 32.0 20.0 88.0 68.0 68.0 Total Split (%)26.7% 26.7% 16.7% 73.3% 56.7% 56.7% Yellow Time (s)3.6 3.6 3.6 5.2 5.2 5.2 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.6 4.6 4.6 6.2 6.2 6.2 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Recall Mode None None None C-Max C-Max C-Max Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 8: Cook St. & Market Place Dr. 9.4-3 HCM 6th Signalized Intersection Summary Desert Wave TIA (JN 11825) 8: Cook St. & Market Place Dr.01/24/2019 EAPC (2022) - Special Event Saturday Departure Peak Hour With Improvements Synchro 10 Report Urban Crossroads, Inc.Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 245 57 25 780 843 113 Future Volume (veh/h) 245 57 25 780 843 113 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 261 61 27 830 897 120 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %2 2 2 2 2 2 Cap, veh/h 291 259 44 2654 2430 1084 Arrive On Green 0.16 0.16 0.02 0.75 0.68 0.68 Sat Flow, veh/h 1781 1585 1781 3647 3647 1585 Grp Volume(v), veh/h 261 61 27 830 897 120 Grp Sat Flow(s),veh/h/ln 1781 1585 1781 1777 1777 1585 Q Serve(g_s), s 17.2 4.0 1.8 9.3 12.8 3.1 Cycle Q Clear(g_c), s 17.2 4.0 1.8 9.3 12.8 3.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 291 259 44 2654 2430 1084 V/C Ratio(X) 0.90 0.24 0.61 0.31 0.37 0.11 Avail Cap(c_a), veh/h 407 362 229 2654 2430 1084 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 0.86 0.86 0.93 0.93 Uniform Delay (d), s/veh 49.2 43.7 57.9 5.0 8.0 6.5 Incr Delay (d2), s/veh 14.2 0.2 4.4 0.3 0.4 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.9 3.7 0.8 2.5 4.1 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 63.4 43.9 62.3 5.3 8.4 6.7 LnGrp LOS E D E A A A Approach Vol, veh/h 322 857 1017 Approach Delay, s/veh 59.7 7.1 8.2 Approach LOS E A A Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 95.8 24.2 7.6 88.2 Change Period (Y+Rc), s 6.2 4.6 4.6 6.2 Max Green Setting (Gmax), s 81.8 27.4 15.4 61.8 Max Q Clear Time (g_c+I1), s 11.3 19.2 3.8 14.8 Green Ext Time (p_c), s 5.8 0.4 0.0 6.8 Intersection Summary HCM 6th Ctrl Delay 15.3 HCM 6th LOS B 9.4-4 128 Project Alternative Trip Generation Tables Table 1 ITE Weekday Land Use Code Units2 In Out Total In Out Total Daily Single‐Family Detached Housing 210 DU 0.62 0.37 0.99 0.50 0.43 0.93 9.44 Multifamily Housing (Low‐Rise) 220 DU 0.35 0.21 0.56 0.35 0.35 0.70 7.32 Hotel 310 Rooms 0.31 0.29 0.60 0.40 0.32 0.72 8.36 Shopping Center3 820 TSF 2.79 3.02 5.81 3.40 3.14 6.54 65.34 Weekday Land Use In Out Total In Out Total Daily Retail 77.100    TSF 215 233 448 262 242 504 5,038 ‐29 ‐16 ‐45 ‐29 ‐26 ‐55 ‐506 ‐63 ‐63 ‐126 ‐56 ‐56 ‐112 ‐1,712 Multifamily Housing (Low‐Rise) 177         DU 62 37 99 62 62 124 1,296 ‐16 ‐29 ‐45 ‐26 ‐29 ‐55 ‐506 169 162 331 213 193 406 3,610 147 157 304 242 206 448 5,496 ‐22 ‐5 ‐27 29 13 42 1,886 Single‐Family Detached Housing 89            DU 56 33 89 45 38 83 840 147 157 304 242 206 448 5,496 91 124 215 197 168 365 4,656 Hotel 500         Rooms 153 147 300 200 160 360 4,180 147 157 304 242 206 448 5,496 ‐6 10 4 42 46 88 1,316 1  Source:  ITE (Institute of Transportation Engineers) Trip Generation, 10th Edition, 2017. 2  TSF = Thousand Square Feet 3  Trips have been calculated based on a fitted curve equation per ITE Trip Generation, 10th Edition, 2017. 4  Internal capture is based on the NCHRP 684 Internal Trip Capture Estimation Tool (ITE recommended methodology). Mixed Use Alternative Proposed Project Variance TOTAL Pass‐by Reduction (Weekday PM/Daily: 34%; Weekend: 26%): Internal Capture 4 : Internal Capture 4 : "No Project" Alternative: Northern Sphere Specific Plan Variance Proposed Project Residential Alternative Proposed Project Variance Quantity Alternatives Trip Generation Summary  Weekday Weekend  Peak Hour3PM Peak Hour Project Trip Generation Rates1 Weekday Weekend Peak HourPM Peak Hour