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General Plan Update Traffic Study Appendices 2003
CoPy URBAN GROSSROA�5 CITY OF PALM DESERT GENERAL PLAN TRAFFIC STUDY APPEN 1C S Palm Desert California URBAN CROSSROADS., MC. 41 Corporate Park, Suite 300 Irvine, CA 9 606 Phone: (949) 660-1994 Fax: (949) 650-1911 www.urbanxrcad_:.F.a Pt3 APPENDIX A EXISTING AVERAGE DAILY"TRAFFIC (ADT) COUNT DATA yy �Y 1 T SEP 0 c 2003 PUBLIC WORKS DEPAk"12MF..:. CITY OF PALM I)ESFR" Location:Ramon e%o Monterey Palm Desert Volumes for Wed. 3/28/2001 03420005 AM Period EB WB PM Period EB WB 12:00-12:15 2 7 12:00-12:15 52 52 12:15-12:30 5 5 12:15-12:30 53 38 12:30-12:45 0 3 12:30-12:45 44 39 12:45-1:00 2 9 1 16 25 12:45-1:00 51 200 47 176 376 1:00-1:15 2 4 1:00-1:15 52 44 1:15-1:30 5 1 1:15-1:30 51 54 1:30-1:45 3 1 1:30-1:45 48 59 1:45-2:00 2 12 1 7 19 1:45-2:00 42 193 59 216 409 2:00-2:15 0 1 2:00-2:15 50 44 2:15-2:30 1 2 2:15-2:30 54 44 2:30-2:45 0 2 2:30-2:45 58 56 2:45-3:00 0 1 0 5 6 2:45-3:00 61 223 71 215 438 3:00-3:15 3 0 3:00-3:15 69 66 3:15-3:30 2 1 3:15-3:30 75 42 3:30-3:45 2 5 3:30-3:45 65 58 3:454:00 1 8 2 8 16 3:454:00 77 286 55 221 507 4:00-4:15 2 2 4:004:15 64 69 4:154:30 3 2 4:154:30 75 39 4:30-4:45 1 6 4:304:45 53 36 4:45-5:00 5 11 6 16 27 4:45-5:00 70 262 53 197 459 5:00-5:15 6 15 5:00-5:15 77 45 5:15-5:30 13 12 5:15-5:30 66 50 5:30-5:45 20 28 5:30-5:45 61 55 5:45-6:00 25 64 43 98 162 5:45-6:00 65 269 45 195 464 6:00-6:15 29 39 6:00-6:15 68 55 6:15-6:30 40 58 6:15-6:30 35 57 6:30-6:45 51 81 6:30-6:45 57 42 6:45-7:00 39 159 101 279 438 6:45-7:00 49 209 39 193 402 7:00-7:15 32 86 7:00-7:15 34 27 7:15-7:30 37 73 7:15-7:30 41 27 7:30-7:45 31 108 7:30-7:45 29 42 7:45-8:00 43 143 67 334 477 7:45-8:00 47 151 20 116 267 8:00-8:15 47 56 8:00-8:15 37 35 8:15-8:30 44 54 8:15-8:30 23 17 8:30-8:45 50 81 8:30-8:45 25 22 8:45-9:00 44 185 55 246 431 8:45-9:00 22 107 21 95 202 9:00-9:15 37 63 9:00-9:15 19 18 9:15-9:30 37 58 9:15-9:30 37 21 9:30-9:45 30 56 9:30-9:45 24 20 9:45-10:00 37 141 74 251 392 9:45-10:00 32 112 11 70 182 10:00-10:15 33 52 10:00-10:15 12 15 10:15-10:30 34 40 10:15-10:30 8 10 10:30-10:45 41 66 10:30-10:45 13 11 10:45-11:00 40 148 55 213 361 10:45-11:00 12 45 3 39 84 11:00-11:15 52 56 11:00-11:15 14 5 11:15-11:30 38 55 11:15-11:30 8 7 11:30-11:45 44 57 11:30-11:45 7 7 11:45-12:00 63 197 57 225 422 11:45-12:00 9 38 2 21 59 Total Vol 1078 1698 2776 2095 1754 3849 Daily Totals 3173 3452 6625 '"V Location:Dillon nw/o Thousand Palms Cyn Palm Desert Volumes for Wed.3/28/2001 03420001 AM Period EB WB PM Period EB WB 12:00-12:15 1 0 12:00-12:15 22 34 12:15-12:30 1 1 12:15-12:30 23 31 12:30-12:45 0 0 12:30-12:45 22 30 12:45-1:00 1 3 0 1 4 12:45-1:00 21 88 24 119 207 1:00-1:15 1 1 1:00-1:15 21 21 1:15-1:30 1 0 1:15-1:30 20 22 1:30-1:45 0 0 1:30-1:45 22 20 1:45-2:00 0 2 1 2 4 1:45-2:00 25 88 19 82 170 2:00-2:15 0 1 2:00-2:15 22 19 2:15-2:30 0 1 2:15-2:30 26 23 2:30-2:45 1 0 2:30-2:45 24 21 2:45-3:00 0 1 0 2 3 2:45-3:00 23 95 22 85 180 3:00-3:15 0 0 3:00-3:15 27 20 3:15-3:30 1 0 3:15-3:30 32 24 3:30-3:45 1 1 3:30-3:45 28 22 3:45-4:00 0 2 0 1 3 3:45-4:00 32 119 18 84 203 4:00-4:15 0 1 4:00-4:15 35 24 4:154:30 1 2 4:154:30 36 27 4:304:45 1 2 4:304:45 36 25 4:45-5:00 2 4 4 9 13 4:45-5:00 39 146 27 103 249 5:00-5:15 1 3 5:00-5:15 34 28 5:15-5:30 0 3 5:15-5:30 33 25 5:30-5:45 2 6 5:30-5:45 36 22 5:45-6:00 1 4 9 21 25 5:45-6:00 24 127 18 93 220 6:00-6:15 5 7 6:00-6:15 22 14 6:15-6:30 5 9 6:15-6:30 21 17 6:30-6:45 4 13 6:30-6:45 16 16 6:45-7:00 7 21 12 41 62 6:45-7:00 15 74 14 61 135 7:00-7:15 7 17 7:00-7:15 15 14 7:15-7:30 12 23 7:15-7:30 13 12 7:30-7:45 11 25 7:30-7:45 11 13 7:45-8:00 14 44 26 91 135 7:45-8:00 12 51 11 50 101 8:00-8:15 14 29 8:00-8:15 10 11 8:15-8:30 16 26 8:15-8:30 8 10 8:30-8:45 17 24 8:30-8:45 8 7 8:45-9:00 17 64 23 102 166 8:45-9:00 7 33 7 35 68 9:00-9:15 16 23 9:00-9:15 9 7 9:15-9:30 16 20 9:15-9:30 11 5 9:30-9:45 14 18 9:30-9:45 7 6 9:45-10:00 18 64 16 77 141 9:45-10:00 7 34 5 23 57 10:00-10:15 24 12 10:00-10:15 5 5 10:15-10:30 16 14 10:15-10:30 5 4 10:30-10:45 12 8 10:30-10:45 4 2 10:45-11:00 13 65 18 52 117 10:45-11:00 3 17 4 15 32 11:00-11:15 14 14 11:00-11:15 3 2 11:15-11:30 22 38 11:15-11:30 4 2 11:30-11:45 21 31 11:30-11:45 0 3 11:45-12:00 21 78 32 115 193 11:45-12:00 1 8 1 8 16 Total Vol 352 514 866 880 758 1638 Daily Totals 1232 1272 2504 Location:Thousand Palms Cyn s/o Dillon Palm Desert Volumes for Wed.3/28/2001 03420002 AM Period NB SB PM Period NB SB 12:00-12:15 0 0 12:00-12:15 12 13 12:15-12:30 1 0 12:15-12:30 15 11 12:30-12:45 2 1 12:30-12:45 13 10 12:45-1:00 1 4 0 1 5 12:45-1:00 12 52 12 46 98 1:00-1:15 0 1 1:00-1:15 14 12 1:15-1:30 0 1 1:15-1:30 11 10 1:30-1:45 0 0 1:30-1:45 11 11 1:45-2:00 1 1 0 2 3 1:45-2:00 14 50 13 46 96 2:00-2:15 2 0 2:00-2:15 16 13 2:15-2:30 0 1 2:15-2:30 12 11 2:30-2:45 0 0 2:30-2:45 10 13 2:45-3:00 0 2 1 2 4 2:45-3:00 13 51 16 53 104 3:00-3:15 1 0 3:00-3:15 14 14 3:15-3:30 1 0 3:15-3:30 20 18 3:30-3:45 0 0 3:30-3:45 19 11 3:45-4:00 0 2 1 1 3 3:454:00 14 67 12 55 122 4:00-4:15 1 0 4:00-4:15 17 14 4:15-4:30 0 1 4:15-4:30 19 10 4:30-4:45 2 2 4:30-4:45 18 11 4:45-5:00 0 3 1 4 7 4:45-5:00 19 73 11 46 119 5:00-5:15 1 1 5:00-5:15 20 12 5:15-5:30 1 2 5:15-5:30 15 13 5:30-5:45 0 2 5:30-5:45 16 9 5:45-6:00 2 4 4 9 13 5:45-6:00 14 65 12 46 111 6:00-6:15 2 4 6:00-6:15 11 10 6:15-6:30 1 6 6:15-6:30 12 12 6:30-6:45 4 7 6:30-6:45 13 11 6:45-7:00 3 10 9 26 36 6:45-7:00 14 50 9 42 92 7:00-7:15 6 12 7:00-7:15 12 8 7:15-7:30 6 11 7:15-7:30 13 8 7:30-7:45 7 13 7:30-7:45 11 9 7:45-8:00 5 24 13 49 73 7:45-8:00 7 43 7 32 75 8:00-8:15 12 17 8:00-8:15 6 5 8:15-8:30 14 20 8:15-8:30 6 4 8:30-8:45 21 23 8:30-8:45 5 4 8:45-9:00 23 70 25 85 155 8:45-9:00 7 24 2 15 39 9:00-9:15 22 21 9:00-9:15 7 4 9:15-9:30 15 23 9:15-9:30 4 2 9:30-9:45 16 19 9:30-9:45 3 5 9:45-10:00 13 66 15 78 144 9:45-10:00 0 14 5 16 30 10:00-10:15 12 17 10:00-10:15 2 3 10:15-10:30 12 13 10:15-10:30 1 3 10:30-10:45 13 14 10:30-10:45 1 3 10:45-11:00 9 46 13 57 103 10:45-11:00 2 6 1 10 16 11:00-11:15 9 13 11:00-11:15 1 0 11:15-11:30 13 16 11:15-11:30 1 0 11:30-11:45 12 13 11:30-11:45 0 1 11:45-12:00 14 48 14 56 104 11:45-12:00 0 2 1 2 4 Total Vol 280 370 650 497 409 906 Daily Totals 777 779 1556 AS Location:Chase School n/o Varner Palm Desert Volumes for Wed. 3/28/2001 03420003 AM Period NB SB PM Period NB SB 12:00-12:15 0 0 12:00-12:15 1 1 12:15-12:30 0 0 12:15-12:30 3 2 12:30-12:45 1 0 12:30-12:45 3 3 12:45-1:00 0 1 0 0 1 12:45-1:00 2 9 2 8 17 1:00-1:15 0 0 1:00-1:1-, 3 2 1:15-1:30 0 0 1:15-1:30 1 4 1:30-1:45 0 0 1:30-1:45 2 2 1:45-2:00 1 1 0 0 1 1:45-2:00 6 12 3 11 23 2:00-2:15 0 0 2:00-2:15 2 2 2:15-2:30 0 0 2:15-2:30 3 4 2:30-2:45 0 0 2:30-2:45 3 1 2:45-3:00 0 0 0 0 i' 2:45-3:00 3 11 4 11 22 3:00-3:15 0 0 3:00-3:15 4 2 3:15-3:30 0 0 3:15-3:30 6 2 3:30-3:45 0 0 3:30-3:45 5 4 3:45-4:00 0 0 0 0 0 3:45-4:00 4 19 4 12 31 4:00-4:15 0 0 4:00-4:15 4 5 4:15-4:30 0 0 4:15-4:30 2 4 4:30-4:45 0 0 4:30-4:45 5 2 4:45-5:00 0 0 0 0 0 4:45-5:00 6 17 8 19 36 5:00-5:15 0 0 5:00-5:15 1 5 5:15-5:30 0 0 5:15-5:30 3 1 5:30-5:45 0 0 5:30 8 5 5:45-6:00 2 2 0 0 2 5:45-u . 6 18 4 15 33 6:00-6:15 0 6:00-6:15 6 11 6:15-6:30 1 6:15-6:30 4 2 6:30-6:45 5 1 6:30-6:45 3 5 6:45-7:00 4 10 4 7 17 6:45-7:00 1 14 4 22 36 7:00-7:15 1 5 7:00-7:'5 1 3 7:15-7:30 2 5 7:15-7:30 3 1 7:30-7:45 2 2 7:30-7:4 0 1 7:45-8:00 1 6 2 14 20 7:45-8:(-, 0 4 1 6 10 8:00-8:15 3 2 8:00-8:15 3 1 8:15-8:30 4 6 8:15-8:30 2 3 8:30-8:45 7 4 8:30-8:45 0 0 8:45- :00 5 19 4 16 35 8:45-9:00 0 5 0 4 9 9:00-1j:15 3 4 9:00-9:15 0 0 9:15-9:30 0 2 9:15-9:30 1 1 9:30-9:45 0 0 9:30-9:45 1 0 9:45-10:00 3 6 1 7 13 9:45-10:00 0 2 0 1 3 10:00-10:15 4 6 10:00-10:15 0 0 10:15-10:30 1 2 10:15-10:30 1 0 10:30-10:45 6 8 10:30-10:45 1 1 10:45-11:00 0 11 6 22 33 10:45-11:00 3 5 0 1 6 11:00-11:15 _ 0 11:00-11:15 0 0 11:15-11:30 1 2 11:15-11:30 0 0 11:30-11:45 3 4 11:30-11:45 0 0 11:45-12:00 1 7 2 8 15 11:45-12:00 0 0 1 1 1 Total Vol 63 74 137 116 111 227 Daily Totals 179 185 364 Au _Location:Vamer e/o Monterey Palm Desert Volumes for Wed. 3/28/2001 03420004 AM Period EB WB PM Period EB WB 12:00-12:15 2 1 12:00-12:15 39 38 12:15-12:30 0 4 12:15-12:30 29 39 12:30-12:45 0 0 12:30-12:45 27 41 12:45-1:00 3 5 1 6 11 12:45-1:00 39 134 31 149 283 1:00-1:15 1 1 1:00-1:15 42 51 1:15-1:30 0 1 1:15-1:30 33 45 1:30-1:45 0 2 1:30-1:45 40 46 1:45-2:00 1 2 0 4 6 1:45-2:00 30 145 46 188 333 2:00-2:15 0 0 2:00-2:15 33 47 2:15-2:30 0 1 2:15-2:30 38 44 2:30-2:45 0 2 2:30-2:45 28 53 2:45-3:00 0 0 2 5 5 2:45-3:00 34 133 43 187 320 3:00-3:15 0 0 3:00-3:15 30 47 3:15-3:30 0 1 3:15-3:30 30 58 3:30-3:45 0 0 3:30-3:45 40 48 3:45-4:00 1 1 2 3 4 3:45-4:00 36 136 72 225 361 4:00-4:15 1 1 4:00-4:15 48 57 4:154:30 0 0 4:15-4:30 33 58 4:30-4:45 4 1 4:30-4:45 22 43 4:45-5:00 3 8 2 4 12 4:45-5:00 28 131 35 193 324 5:00-5:15 2 3 5:00-5:15 22 42 5:15-5:30 7 4 5:15-5:30 29 44 5:30-5:45 4 7 5:30-5:45 28 39 5:45-6:00 11 24 9 23 47 5:45-6:00 34 113 33 158 271 6:00-6:15 11 8 6:00-6:15 19 29 6:15-6:30 18 15 6:15-6:30 21 24 6:30-6:45 40 24 6:30-6:45 20 27 6:45-7:00 32 101 29 76 177 6:45-7:00 14 74 22 102 176 7:00-7:15 24 37 7:00-7:15 21 18 7:15-7:30 41 29 7:15-7:30 16 16 7:30-7:45 35 43 7:30-7:45 14 9 7:45-8:00 50 150 37 146 296 7:45-8:00 13 64 7 50 114 8:00-8:15 27 22 8:00-8:15 14 11 8:15-8:30 26 36 8:15-8:30 14 10 8:30-8:45 35 38 8:30-8:45 9 7 8:45-9:00 36 124 46 142 266 8:45-9:00 10 47 5 33 80 9:00-9:15 32 45 9:00-9:15 7 1 9:15-9:30 14 26 9:15-9:30 5 5 9:30-9:45 22 24 9:30-9:45 6 10 9:45-10:00 23 91 33 128 219 9:45-10:00 10 28 4 20 48 10:00-10:15 32 35 10:00-10:15 3 7 10:15-10:30 34 32 10:15-10:30 2 4 10:30-10:45 32 49 10:30-10:45 1 2 10:45-11:00 31 129 39 155 284 10:45-11:00 4 10 4 17 27 11:00-11:15 32 30 11:00-11:15 0 3 11:15-11:30 36 38 11:15-11:30 3 4 11:30-11:45 38 46 11:30-11:45 1 2 11:45-12:00 38 144 24 138 282 11:45-12:00 2 6 3 12 18 Total Vol 779 830 1609 1021 1334 2355 Daily Totals 1800 2164 3964 Location:Mesa View e%o SR-74 Palm Desert Volumes for Wed.3/28/2001 03420006 AM Period EB WB PM Period EB WB 12:00-12:15 0 0 12:00-12:15 42 40 12:15-12:30 0 1 12:15-12:30 37 32 12:30-12:45 3 1 12:30-12:45 36 29 12:45-1:00 0 3 0 2 5 12:45-1:00 25 140 35 136 276 1:00-1:15 1 0 1:00-1:15 34 21 1:15-1:30 0 0 1:15-1:30 23 29 1:30-1:45 1 0 1:30-1:45 21 31 1:45-2:00 2 4 0 0 4 1:45-2:00 36 114 39 120 234 2:00-2:15 1 0 2:00-2:15 31 29 2:15-2:30 1 0 2:15-2:30 31 31 2:30-2:45 0 1 2:30-2:45 34 25 2:45-3:00 0 2 0 1 3 2:45-3:00 38 134 38 123 257 3:00-3:15 0 0 3:00-3:15 43 34 3:15-3:30 0 0 3:15-3:30 33 37 3:30-3:45 0 0 3:30-3:45 40 28 3:45-4:00 1 1 2 2 3 3:45-4:00 37 153 32 131 284 4:00-4:15 0 0 4:00-4:15 23 35 4:154:30 2 0 4:15-4:30 31 25 4:30-4:45 4 3 4:30-4:45 38 23 4:45-5:00 0 6 0 3 9 4:45-5:00 28 120 18 101 221 5:00-5:15 2 0 5:00-5:15 23 26 5:15-5:30 0 4 5:15-5:30 43 18 5:30-5:45 1 4 5:30-5:45 37 26 5:45-6:00 1 4 4 12 16 5:45-6:00 33 136 14 84 220 6:00-6:15 4 6 6:00-6:15 34 34 6:15-6:30 7 18 6:15-6:30 30 34 6:30-6:45 10 15 6:30-6:45 14 15 6:45-7:00 22 43 17 56 99 6:45-7:00 21 99 18 101 200 7:00-7:15 31 20 7:00-7:15 18 15 7:15-7:30 25 41 7:15-7:30 16 15 7:30-7:45 19 37 7:30-7:45 15 12 7:45-8:00 38 113 31 129 242 7:45-8:00 18 67 9 51 118 8:00-8:15 39 37 8:00-8:15 15 2 8:15-8:30 36 43 8:15-8:30 11 6 8:30-8:45 19 31 8:30-8:45 13 11 8:45-9:00 29 123 41 152 275 8:45-9:00 15 54 9 28 82 9:00-9:15 26 27 9:00-9:15 9 12 9:15-9:30 28 38 9:15-9:30 15 3 9:30-9:45 40 42 9:30-9:45 12 5 9:45-10:00 28 122 45 152 274 9:45-10:00 23 59 9 29 88 10:00-10:15 26 33 10:00-10:15 7 2 10:15-10:30 43 30 10:15-10:30 1 4 10:30-10:45 31 44 10:30-10:45 4 6 10:45-11:00 27 127 49 156 283 10:45-11:00 6 18 2 14 32 11:00-11:15 42 45 11:00-11:15 4 1 11:15-11:30 39 43 11:15-11:30 3 0 11:30-11:45 35 40 11:30-11:45 4 1 11:45-12:00 39 155 28 156 311 11:45-12:00 0 11 0 2 13 Total Vol 703 821 1524 1105 920 2025 Daily Totals 1808 1741 3549 Location:Varner e%o Chase School Palm Desert Volumes for Wed.3/28/2001 03420008 AM Period EB WB PM Period EB WB 12:00-12:15 1 0 12:00-12:15 34 34 12:15-12:30 0 2 12:15-12:30 26 38 12:30-12:45 0 1 12:30-12:45 24 34 12:45-1:00 2 3 0 3 6 12:45-1:00 36 120 30 136 256 1:00-1:15 0 0 1:00-1:15 37 45 1:15-1:30 0 1 1:15-1:30 34 43 1:30-1:45 0 1 1:30-1:45 32 41 1:45-2:00 1 1 0 2 3 1:45-2:00 26 129 40 169 298 2:00-2:15 1 1 2:00-2:15 28 43 2:15-2:30 0 0 2:15-2:30 29 40 2:30-2:45 0 1 2:30-2:45 23 46 2:45-3:00 0 1 2 4 5 2:45-3:00 25 105 37 166 271 3:00-3:15 1 0 3:00-3:15 26 43 3:15-3:30 0 1 3:15-3:30 25 52 3:30-3:45 0 0 3:30-3:45 36 41 3:45-4:00 1 2 1 2 4 3:45-4:00 31 118 65 201 319 4:00-4:15 0 1 4:00-4:15 41 52 4:15-4:30 1 0 4:15-4:30 26 51 4:30-4:45 2 1 4:304:45 21 37 4:45-5:00 2 5 3 5 10 4:45-5:00 23 111 31 171 282 5:00-5:15 3 2 5:00-5:15 18 29 5:15-5:30 6 4 5:15-5:30 25 37 5:30-5:45 6 6 5:30-5:45 31 32 5:45-6:00 8 23 7 19 42 5:45-6:00 32 106 31 129 235 6:00-6:15 13 6 6:00-6:15 16 26 6:15-6:30 22 12 6:15-6:30 18 21 6:30-6:45 34 19 6:30-6:45 16 20 6:45-7:00 26 95 24 61 156 6:45-7:00 13 63 18 85 148 7:00-7:15 21 35 7:00-7:15 17 15 7:15-7:30 34 31 7:15-7:30 13 15 7:30-7:45 32 38 7:30-7:45 12 7 7:45-8:00 43 130 35 139 269 7:45-8:00 16 58 5 42 100 8:00-8:15 23 25 8:00-8:15 13 8 8:15-8:30 25 32 8:15-8:30 12 8 8:30-8:45 32 34 8:30-8:45 9 5 8:45-9:00 32 112 41 132 244 8:45-9:00 8 42 5 26 68 9:00-9:15 25 40 9:00-9:15 8 2 9:15-9:30 19 24 9:15-9:30 5 3 9:30-9:45 17 21 9:30-9:45 7 2 9:45-10:00 28 89 27 112 201 9:45-10:00 7 27 1 8 35 10:00-10:15 32 31 10:00-10:15 4 3 10:15-10:30 34 27 10:15-10:30 2 2 10:30-10:45 31 42 10:30-10:45 2 2 10:45-11:00 29 126 35 135 261 10:45-11:00 3 11 2 9 20 11:00-11:15 28 26 11:00-11:15 1 3 11:15-11:30 35 35 11:15-11:30 2 1 11:30-11:45 32 43 11:30-11:45 1 1 11:45-12:00 33 128 27 131 259 11:45-12:00 1 5 2 7 12 Total Vol 715 745 1460 895 1149 2044 Daily Totals 1610 1894 3504 A6A Location:38th e/o Varner Palm Desert Volumes for Wed. 3/28/2001 03420007 AM Period EB WB PM Period EB WB 12:00-12:15 0 0 12:00-12:15 0 1 12:15-12:30 0 1 12:15-12:30 1 1 12:30-12:45 0 0 12:30-12:45 1 2 12:45-1:00 0 0 0 1 1 12:45-1:00 2 4 1 5 9 1:00-1:15 2 1 1:00-1:15 2 3 1:15-1:30 0 1 1:15-1:30 2 1 1:30-1:45 0 0 1:30-1:45 2 1 1:45-2:00 0 2 0 2 4 1:45-2:00 2 8 1 6 14 2:00-2:15 0 1 2:00-2:15 1 1 2:15-2:30 0 0 2:15-2:30 2 3 2:30-2:45 0 0 2:30-2:45 2 3 2:45-3:00 0 0 0 1 1 2:45-3:00 1 6 4 11 17 3:00-3:15 0 1 3:00-3:15 2 3 3:15-3:30 1 0 3:15-3:30 3 3 3:30-3:45 0 0 3:30-3:45 2 2 3:45-4:00 0 1 0 1 2 3:45-4:00 3 10 4 12 22 4:004:15 0 1 4:00-4:15 3 4 4:154:30 0 0 4:15-4:30 3 3 4:30-4:45 0 1 4:30-4:45 3 4 4:45-5:00 0 0 2 4 4 4:45-5:00 4 13 3 14 27 5:00-5:15 0 1 5:00-5:15 3 6 5:15-5:30 1 0 5:15-5:30 2 2 5:30-5:45 0 3 5:30-5:45 3 4 5:45-6:00 2 3 3 7 10 5:45-6:00 3 11 2 14 25 6:00-6:15 1 2 6:00-6:15 3 6 6:15-6:30 1 4 6:15-6:30 3 4 6:30-6:45 2 3 6:30-6:45 2 4 6:45-7:00 3 7 6 15 22 6:45-7:00 3 11 4 18 29 7:00-7:15 2 4 7:00-7:15 1 2 7:15-7:30 3 3 7:15-7:30 2 2 7:30-7:45 1 3 7:30-7:45 0 1 7:45-8:00 3 9 3 13 22 7:45-8:00 1 4 1 6 10 8:00-8:15 3 5 8:00-8:15 1 3 8:15-8:30 2 4 8:15-8:30 1 2 8:30-8:45 2 5 8:30-8:45 0 1 8:45-9:00 2 9 3 17 26 8:45-9:00 0 2 0 6 8 9:00-9:15 1 3 9:00-9:15 0 1 9:15-9:30 0 1 9:15-9:30 1 1 9:30-9:45 0 2 9:30-9:45 0 1 9:45-10:00 1 2 1 7 9 9:45-10:00 0 1 0 3 4 10:00-10:15 2 2 10:00-10:15 0 1 10:15-10:30 1 2 10:15-10:30 0 0 10:30-10:45 3 5 10:30-10:45 0 0 10:45-11:00 2 8 1 10 18 10:45-11:00 0 0 1 2 2 11:00-11:15 2 0 11:00-11:15 0 0 11:15-11:30 3 1 11:15-11:30 0 0 11:30-11:45 5 2 11:30-11:45 0 0 11:45-12:00 2 12 1 4 16 11:45-12:00 0 0 1 1 1 Total Vol 53 82 135 70 98 168 Daily Totals 123 180 303 A 10 Urban Crossroads Location Washington St.s/o Country Club Dr. Count Date Tuesday 5/15101 Abnormal conditions none 15 MIN AM------ — —AM PM ----- — PM PERIOD NORTH-BD SOUTH-BD NORTH-BD SOUTH-BD BEGAN Cars 2-Axle 3-Axle 4-Axle S--Axle Taal Cars 2-Axle 3-Axle 4-Axle 5+-,Axle Total Can 2-Axle 3-Axlc 4-Axle 5—Axle Total Cars 2-Axle 3-Axle 4-Axle 5+-Axle Total 12:00 16 1It 11 a I`t 8 0 o 8 12:00 121 _o 4 1>1 87 < - 103 12:15 16 5 0 U 0 21 14 2 0 0 U 16 12:15 101 23 2 2 135 71 14 4 2 1 92 12:30 IS 20 0 0 17 11 1 0 0 0 12 12:30 106 21 6 t0 4 147 82 10 1 1 2 96 12:45 19 0 0 0 0 19 3 0 0 0 1 4 12:43 115 28 1 5 154 99 13 0 4 1 122 1:00 16 1 0 0 0 17 9 0 0 0 0 9 1:00 107 20 2 5 4 138 63 8 0 1 6 78 1:15 8 1 0 0 0 9 3 0 0 0 0 3 1:15 100 27 3 5 5 140 65 ? 2 2 3 79 1:30 10 1 0 0 1 12 5 0 0 0 0 5 1:30 114 23 2 4 _ 145 54 5 1 0 2 62 1:45 5 0 0 0 0 5 1 1 0 1 1 4 1:45 113 26 1 S 3 151 74 6 2 0 5 87 2:00 6 0 0 0 0 6 4 0 0 1 0 5 2:00 71 14 6 4 3 98 82 3 0 1 1 87 2:15 5 1 0 0 0 6 2 1 0 1 0 4 2:15 113 25 5 Il 4 158 99 11 2 2 4 118 2:30 6 0 0 0 0 6 5 0 0 0 0 5 2:30 93 28 4 3 2 130 103 14 0 3 1 121 2:45 6 1 U I 0 8 2 0 0 0 2 4 2:45 93 30 5 H 4 143 121 21 1 2 2 147 3:00 8 1 0 0 It 9 3 1 0 1 1 6 3:00 94 21 3 8 5 131 87 28 2 5 2 124 3:15 3 1 0 U 0 4 6 0 1 0 0 7 3:15 89 27 4 3 130 82 24 3 2 2 113 3:30 2 1 0 0 0 3 2 1 0 0 0 3 3:30 103 18 2 9 2 134 99 22 2 1 3 127 3:45 14 4 0 1 (i 19 7 0 0 0 0 7 3:45 85 23 4 12 2 126 63 18 1 4 2 88 4:00 16 2 0 1 0 19 8 2 0 0 0 10 4:00 103 23 1 6 3 136 65 14 4 1 5 89 4:15 9 1 0 3 0 13 19 5 0 1 0 25 4:15 91 17 3 13 4 128 54 10 1 1 2 68 4:30 23 4 0 1 0 28 28 3 0 0 1 32 4:30 85 22 6 S 4 125 74 14 2 2 1 93 4:45 22 5 1 1 0 29 32 6 0 0 0 38 4:45 120 23 3 8 3 157 82 19 5 1 4 111 5:00 23 14 0 2 0 39 33 9 1 0 0 43 5:00 108 27 2 4 148 99 13 2 3 1 118 5:15 37 14 1 2 1 55 26 5 0 1 0 32 5:15 84 18 4 10 1 117 % 11 3 3 0 113 5:30 48 13 0 1 0 62 24 0 2 0 33 5:30 84 18 6 9 4 121 54 14 0 2 1 71 5:45 64 IS 0 3 0 85 28 8 0 1 1 38 5:45 90 17 6 6 0 119 71 15 0 5 5 % 6:00 64 15 0 I 0 80 54 10 0 0 0 64 6:00 103 20 0 4 1 128 104 13 0 8 2 127 6:15 72 23 3 2 0 100 65 11 0 0 0 76 6:15 88 23 0 11 0 122 82 16 4 11 3 116 6:30 8o 13 2 1 3 99 82 28 0 1 0 Ill 6:30 88 23 4 3 0 118 93 19 1 14 0 127 6:45 96 22 4 2 1 125 71 22 3 2 1 99 6:45 95 IS 2 1 5 121 66 II 0 8 0 85 7:00 103 24 3 1 3 134 82 IS 0 3 0 103 7:00 98 20 1 4 1 124 65 10 0 9 3 87 7:13 66 25 3 0 2 % 82 21 0 2 1 106 7:15 87 15 5 6 1 114 54 9 0 6 2 71 7:30 54 21 2 1 2 80 71 18 2 4 2 97 7:30 60 13 2 4 1 80 71 8 0 3 1 83 7:45 37 IS 1 2 1 59 87 14 0 1 1 103 7:45 69 12 0 4 2 87 82 7 3 2 4 98 8:00 43 14 4 1 0 62 98 II 1 2 4 116 8:00 78 9 1 1 1 90 96 11 0 1 1 109 8:15 37 18 5 2 2 64 133 7 4 3 2 149 8:15 71 12 0 1 2 86 63 14 0 4 2 83 8:30 52 13 2 1 3 71 93 8 2 2 5 110 &30 73 17 1 1 0 92 65 I5 2 1 5 88 8:45 55 11 1 2 1 70 82 19 5 1 2 109 8:45 87 7 0 4 1 99 54 12 1 2 2 71 9:00 44 10 0 3 2 59 121 14 2 0 3 140 9:00 53 7 1 2 3 66 71 10 0 3 1 85 9:15 49 18 1 3 1 72 129 IS 3 0 2 152 9:15 57 5 1 2 1 66 55 7 1 2 0 65 9:30 54 18 2 2 2 78 147 21 6 2 5 181 9:30 64 II 0 2 1 78 22 0 5 0 34 9:45 too 21 3 1 3 128 154 12 2 1 1 170 9:45 49 11 0 2 1 63 28 5 3 2 1 39 1000 96 17 6 4 3 126 136 7 4 4 4 155 10:00 54 6 0 5 0 65 24 3 3 4 0 34 10:15 82 14 3 1 2 102 131 8 1 1 1 142 10:15 49 3 0 1 1 54 23 11 2 1 0 37 10:30 91 16 2 2 5 116 123 14 2 2 2 143 10:30 33 8 0 1 0 42 33 8 1 2 0 44 10:45 105 12 1 2 2 122 82 11 0 3 3 99 10:45 36 0 2 1 46 32 0 1 1 41 11:00 118 22 4 I 5 150 74 21 1 4 4 104 11:00 25 3 0 1 0 29 22 6 0 3 0 31 11:15 149 18 2 2 2 173 71 14 1 1 2 89 11:15 26 3 0 0 0 29 21 3 0 3 0 27 11:30 93 33 4 5 1 136 82 18 2 - 5 110 11:30 31 5 0 1 0 37 18 2 0 2 0 22 11:45 104 16 3 4 1 128 55 11 1 3 1 71 11.45 26 2 0 0 0 28 14 5 0 5 1 25 Total Vol. 2241 525 63 62 49 2940 2589 408 44 54 58 3152 3883 805 102 244 100 5134 3184 549 61 153 85 4032 Daily Totals N8 Total 9074 SB Total 7184 PROJECT 05290003 SOUTHLAND CAR COUNTERS(714)9974498 Daily Total® A�) Urban Crossroads Location Fred Waring e/o Cook St. Count Date Tuesday 5/15/01 Abnormal conditions none 15 MIN AM - --AM PM-------------- PM PERIOD EAST-BD WEST-BD EAST-BD WEST-BD BEGAN Cars 2-Axle 3-Axle 4-Axle 5+-Axle Tout Cars 2-Axle 3-Axle 4-Axle 5+-Axle Total Cars 2-A-k 3-Axle 4-A.de 5,-Axle Toul Cm 2-Axle 3-Axle 4-Axle 3+-Axk Tdil 12:00 3 U () 1, i 3 to 12 1200. 130 1 144 128 0 147 12:15 3 U U U v 3 11 IS 1215 177 _(, I _ i) 206 136 2,, _ 0 166 12:30 2 U 0 0 0 2 8 0 10 12:30 171 15 0 1 0 187 125 28 1 1 0 155 12:45 8 0 0 () Q 8 4 0 0 0 5 12-45 176 17 2 0 1 196 II7 15 1 0 0 133 1:00 9 1 0 0 n 10 3 = 0 U 0 5 1:00 135 23 0 0 2 160 163 14 I t 0 179 1:15 4 1 0 0 n 5 3 4 0 U 0 7 1:15 160 21 0 0 0 181 114 54 1 2 0 171 1:30 3 0 0 0 (I 3 5 1 0 0 0 6 1:30 165 20 1 1 0 197 109 65 (1 1 1 176 _ 1.45 4 (? 0 0 0 4 2 1 ) 0 0 3 1:45 149 15 0 2 0 166 149 15 2 4) 0 165 100 2 0 0 0 0 2 8 1 0 0 0 9 2:00 184 24 2 1 0 211 142 13 3 3 0 161 2:15 7 U 0 0 U 7 4 u it 0 0 4 2:15 197 20 1 4 0 222 110 26 0 0 0 136 2:30 10 u 0 0 13 4 I 0 0 0 5 2:30 222 27 2 0 0 251 121 24 1 4 1 151 2:45 9 0 0 0 0 9 2 0 0 0 0 2 2:45 190 23 I I 3 218 160 15 0 0 0 175 3:00 16 4 n 0 0 20 2 1 0 0 0 3 3:00 186 28 3 2 0 219 170 12 3 0 187 3:15 16 2 1 0 0 I9 2 0 0 U 0 2 3:15 243 23 2 0 0 268 161 14 2 1 0 179 330 43 0 0 0 50 1 2 0 0 0 3 3:30 227 21 2 1 0 251 129 14 2 2 0 147 3:45 49 W 0 0 0 59 1 2 0 0 0 3 3:45 202 16 1 0 0 219 167 24 3 2 0 196 400 28 14 0 0 0 42 6 1 0 0 0 7 400 215 30 1 n 0 246 136 28 0 0 0 164 4:15 58 21 1 0 0 80 6 2 0 0 0 8 4:15 193 15 0 0 0 209 147 14 U 1 0 162 4.30 82 16 1 0 3 102 13 2 0 0 0 15 430 166 16 1 1 0 194 148 33 1 1 0 193 4:45 87 12 1 0 0 100 24 I6 0 0 0 40 4:45 132 16 2 0 0 130 164 26 1 1 0 192 5:00 105 _3 1 0 0 129 24 24 0 0 0 48 5:00 135 19 0 0 0 1-14 158 24 1 3 0 187 5:15 129 25 2 0 0 156 18 24 0 U 0 42 5:15 134 15 1 0 0 150 156 23 _ n 1 187 530 182 23 2 1 0 213 35 27 0 0 0 62 5:30 157 14 1 1 0 173 175 54 2 2 1 234 5:45 148 29 2 2 t 182 68 2? 0 1) ( 95 5:45 136 14 1 1 0 152 162 65 2 2 0 231 6:00 137 26 0 1 1 165 63 22 0 187 6:00 148 16 1 0 0 165 $51 23 0 2 0 191 6:15 120 20 2 0 0 142 62 24 0 2 0 89 6:15 148 16 0 2 0 166 128 21 0 1 0 150 6:30 123 21 1 1 u 146 94 19 0 1 0 114 6:30 143 8 0 0 0 151 139 18 0 0 0 157 6:45 114 23 1 0 2 140 96 IS 1 0 0 112 6:45 147 11 1 I 0 160 129 14 1 2 0 146 700 117 19 1 1 0 138 151 21 2 1 0 175 7:00 164 1 0 3 0 174 119 24 0 0 0 143 7:15 114 13 2 0 1 130 158 14 0 3 0 175 7:15 135 15 I 0 0 151 93 8 0 0 0 101 7:30 128 16 2 0 0 146 187 24 2 1 1 215 7:30 Ito 10 0 0 0 120 84 4 0 0 0 88 745 95 25 0 1 0 121 167 28 1 2 1 199 7:45 95 1 0 (? 103 67 1 0 0 0 72 8:00 110 20 1 0 0 131 192 32 1 3 1 229 8:00 67 7 0 0 0 74 65 3 0 0 0 68 8:15 121 19 0 0 1 141 175 33 2 4 0 214 8:15 51 3 0 0 0 54 43 6 0 0 0 49 8:30 III 31 1 2 u 145 2n5 26 1 2 1 235 8:30 49 3 0 0 0 52 60 9 0 0 1 70 8:45 161 22 4 2 1 w _^.:::( 28 1 1 0 236 8:45 28 4 0 0 0 32 65 8 U U 0 73 9:00 139 13 I 0 o 158� 380 20 0 3 1 204 9:00 34 3 0 0 0 37 59 5 0 0 0 64 9:15 124 20 3 1 148 165 22 2 0 0 189 9:15 20 4 0 0 0 24 49 1 1 0 0 51 9:30 160 23 2 0 185 146 24 1 1 1 173 9:30 25 3 0 u 0 28 41 4 0 0 0 45 9:45 149 19 0 1 170 151 28 I 2 0 182 9:45 11 2 0 0 C) 13 41 1 0 1 0 43 10.00 167 28 2 1 198 134 32 1 3 1 171 10:00 13 4 0 0 0 17 30 2 0 U 0 32 10:15 170 19 4 11 0 193 114 33 U 2 1 150 10:15 IS 3 U 0 0 13 22 3 0 0 0 25 10:30 146 20 (1 1 170 113 26 1 1 1 142 10:30 10 2 0 0 0 12 25 2 0 U 0 27 10:45 148 20 0 0 170 118 24 0 4 0 146 10:45 6 0 0 0 0 6 33 1 0 0 0 34 11:00 141 IS 3 2 1 165 126 58 3 1 0 188 11:00 9 0 0 0 0 9 23 2 0 0 0 25 11:15 130 26 2 0 0 158 98 54 2 2 0 156 11:15 10 2 0 0 0 12 22 1 0 0 0 23 11:30 126 21 0 1 0 148 1;5 s' 0 3 0 200 11:30 5 2 0 0 0 7 16 0 (? 0 0 16 11:45 127 22 2 5 2 158 125 1 1 0 176 11:45 2 0 0 1 0 3 13 1 0 0 0 14 Total Vol. 4195 705 48 22 I: 4977 3605 trbo __x 45 9 4568 5627 603 29 25 6291 4963 819 34 39 5 5860 Daily T6tah , EB Total 11268 W9 Total 10429 PROJECT 05290002 SOUTHL ND CAR COUNTERS(714)997-4498 Daily To(al® Urban Crossroads Location Monterey Ave.No Magnesia Falls Or Count Date Tuesday 5/15101 Abnormal conditions none 15 MIN AM —AM PM — ____PM PERIOD NORTH-BD SOUTH-BD NORTH-BD SOUTH-BD BEGAN Cars 2-Azle 3-Axle 4-Axle 5+-Azle Tout Cars 2-Axle 3-Azk 4-Axle 5+-Axlc Total Cars 2-.Axle 3-Axle 4-Axle 5+-Axlc Toul Can 2-Axle 3-Axle 4-Axle 5+-Axle TMaI 1200. 6 0 0 0 u 6 Is _ 0 0 0 17 12:00 204 18 (t n I 223 209 II 0 4 _ 226 12 15 6 1 u 1) u 7 14 u u 0 0 14 12:15 219 _8 1 3 0 251 231 15 3 u 1 250 12.30 4 u 0 0 v 4 II u 0 0 0 11 12:30 227 Iu 1 I 4 252 229 1? 2 5 1 254 12:45 11 1 Q 0 0 12 15 1 0 0 0 16 12:45 208 16 1 3 0 228 204 14 1 1 0 220 100 4 0 0 0 0 4 5 m n U 0 5 1:00 198 22 1 0 2 223 202 10 1 1 1 215 1.15 6 o 0 0 0 6 13 n n 0 0 13 1:15 245 1" 1 4 0 267 219 13 0 2 0 234 1:30 4 0 0 0 0 4 8 1 0 0 0 9 1:30 230 24 3 u 1 258 205 14 1 1 1 222 1:45 6 1 0 0 0 7 6 0 0 0 0 6 1:45 214 23 1 n 240 173 I' 2 2 0 189 2:00 10 2 0 0 0 12 7 0 0 0 0 7 100 230 23 - 6 3 261 227 15 1 2 248 2:15 1 1 u u 1 3 4 0 0 n 0 4 2:15 219 36 4 0 1 260 180 10 2 1 1 194 2:30 7 2u 0 u 9 7 u 0 1 0 8 2:30 226 1 2 259 187 12 1 205 2:45 7 4 U 0 0 11 5 0 0 1 0 6 2:45 212 25 5 0 1 243 225 15 1 1 0 241 3:00 3 3 00 n 6 4 0 0 0 0 4 3:00 241 22 0 4 1 269 209 11 0 1 1 222 3:15 2 0 0 0 0 2 1 n 0 0 0 1 3:13 263 24 5 3 1 296 195 Li 3 1 U 212 330 8 3 0 0 0 11 5 U 0 0 0 5 3:30 246 29 2 3 2 282 207 I6 2 2 1 228 3:45 17 4 0 0 0 21 7 1 0 0 0 8 3:45 256 21 2 3 0 282 201 11 1 1 0 214 400 16 - u 0 0 21 3 0 0 0 0 3 4:00 249 20 4 1 0 274 195 14 0 2 0 211 4:15 25 4 0 U u 29 4 u 0 1 0 5 4:15 214 II 2 ? 1 231 195 € 1 1 _ 207 4:30 23 u 1 0 31 3 1 0 0 0 4 4:30 213 14 2 1 0 230 241 19 2 1 0 263 4:45 36 6 0 1 0 43 10 0 0 0 0 10 4:45 235 14 3 1 0 253 214 8 I 2 1 226 500 51 11 0 0 n 60 11 4 0 1 0 16 5:00 221 to 0 2 _ 2+5 213 12 0 4 2 231 5:15 60 13 0 0 n 73 8 n 0 2 0 10 5:15 207 13 3 1 1 225 220 l0 2 2 0 234 5:30 53 + 0 1 0 62 16 ? 0 3 0 22 5:30 243 10 1 4 0 258 228 12 3 0 0 243 5:45 75 12 1 1 0 89 51 4 0 0 57 5:45 254 13 3 1 0 271 227 14 2 0 1 244 6:00 88 19 0 0 0 107 73 15 1 1 1 91 6:00 209 20 0 3 2 234 199 € 1 1 0 209 6:15 97 10 1 1 2 111 65 11 2 4 1 83 6:15 206 11 1 0 0 218 145 5 1 1 0 152 6:30 117 14 1 3 u 135 83 IU 1 1 2 97 6:30 218 6 1 1 1 227 193 16 1 u 0 200 6:45 151 220 I 176 82 IJ C. 2 0 97 6:45 I80 1 0 0 0 IBI 154 0 0 0 161 700 150 1_5 1 2 3 181 109 14 0 3 1 127 7:00 165 1 0 1 0 167 165 7 u 1 0 173 7:15 103 7 0 0 n 110 113 13 1 2 0 129 7:15 184 8 0 0 I 193 150 II 1 1 1 164 7:30 125 1€ 1 2 1 147 123 15 2 1 1 142 7:30 167 9 0 0 0 176 161 4 0 1 0 166 745 133 20 2 0 2 157 131 19 0 2 1 153 7:45 162 ? 0 m 0 165 106 5 0 1 0 112 Boo 145 14 1 1 0 161 243 17 1 0 1 262 8:00 161 9 1 1 0 172 91 3 0 3 0 97 8:15 134 20 u 3 2 159 246 1S 0 1 1 263 8:15 115 8 0 0 0 123 109 0 1 0 117 8:30 143 23 0 4 2 172 182 II 1 0 0 194 8:30 119 5 1 0 0 125 82 4 0 1 0 87 8:45 147 24 1 3 0 175 220 15 I 2 1 239 8:45 128 0 U U l35 72 - U 0 0 79 900 150 17 4 0 n 171 263 1- 1 3 1 280 9:00 87 3 0 0 0 90 51 8 0 n 0 59 9:15 165 23 1 2 n 191 234 21 1 6 1 263 9:15 44 2 0 0 0 46 66 _ 0 1 0 69 9:30 194 11 1 3 2 211 250 26 1 2 1 280 9:30 42 3 0 0 0 45 49 0 0 1 0 50 9:45 193 23 2 1 1 220 208 21 0 1 0 230 9:45 42 2 (! I 0 45 47 2 0 0 0 49 10:00 191 27 4 3 3 228 263 23 1 2 2 291 10:00 36 1 0 0 0 37 47 4 0 0 .0 51 10:15 194 19 1 0 2 216 196 0 1 0 220 1015 34 0 0 0 0 34 35 0 0 1 0 36 10:30 188 2 0 215 214 22 1 5 1 243 10:30 26 0 0 0 28 33 5 u 1 0 39 10:45 212 2 0 238 179 24 0 3 0 206 10:45 27 0 0 0 29 32 U U 0 0 32 11:00 207 32 1 1 0 241 226 211 3 1 1 251 11:00 10 2 0 0 0 12 24 2 0 n 0 26 11:15 186 25 5 5 0 221 196 19 2 2 4 223 11:15 10 1 0 0 0 11 24 2 (1 n 0 26 11:30 190 28 5 5 2 230 227 1" 1 1 Z 248 11:30 7 U 0 0 0 7 27 (1 0 1 0 28 11.45 233 25 1 1 2 262 214 12 1 0 3 230 11:43 9 0 0 0 0 9 18 0 (! 0 0 18 Total Vol. 4277 577 38 49 27 4968 4573 425 22 57 26 5103 7962 385 55 47 30 8579 7106 415 3€ -54 ..1) 7633 Daily Totals NB Total 13547 SB Taal 12736 PROJECT 05290D03 SOUTHLAND CAR COUNTERS(714)997.4498 Daily Total© 1 \Q) v �10)'OILL oud #auoud M a d 0 e r -)I vb ., (;54qqof o �s#0# wo lL9L alON XLJ M-isod a M m 0 1- £66LZ l4l Z9£ 6£S 49L ZZ6 L££L 4L9L EZZZ 964Z V"6 09EZ L99Z LSEZ 966L L691 USI 9LZL E69 EOZ 99 EL 9Z LE 69 Ib'101l I496 Otr LSL Z4Z tr££ SLE LL4 899 BE8 096 946 8L6 ZL6 099 L99 t4S ZLE LLZ 4L LZ S L 9 LL 4L ',t1101 M!3 L b Ol 9L ZE 9E 99 LOL LLL L6 SOL 9ll 6ZL 90L OL 9£ 84 OZ L 0 0 0 0 t Z Ll 6 SL ££ 69 L9 L9 06 06 60L 9Zt 4Z1 Z6 LS 9tr 6t 9L l 0 0 0 L L 0 L EL E£ LE L4 LL 96 Ltl 9LL LLL 04L 60L Z9 L9 sE 9Z 4 L L 0 L L 0 9 ll SL £Z ZE 9P OS L6 96 09 86 NIL 96 6L 9S 9Z EZ L 0 0 L 0 L 0 84Z4 6 E£ L4 L8 tr£L 48L 6LZ L9£ 9L4 EBE ZE4 ZOS 094 69£ 9trZ E4L 9LL 04 6 t L L £ Z _ __-0Nf1081S3M 9 LZ LE 9L Z9 LS bB 6LL EEL OSL 9LL 9LL SOL 16 EB 8tr LZ EL E 0 0 Z 0 L 4 LZ EP LS b9 1-9 £8 90L OK bLL 6ZL Ell ZOL 6L 99 917 L£ OL S L 0 0 Z E L LZ 45 99 £9 Z8 96 OLL ZVL ZPL EEL 4ZL L6 SL 99 04 6L 9 E L 0 0 £ 9 �- o �stul bl LE 19 49 ZS L9 9Zl Z4L E£L LSL SOL LlL 96 LL LL SE Bl S L Z 0 £ E Z E6£9 I 9LL 96L L4Z L4Z £6Z 586 LLP 946 E99 990 0L4 OOtr SZ£ 89Z 69L 96 4£ ZL 4 0 S 8 ZL 0Nf1091St13 3 c� ZS£Bt LOL LLZ L6Z OEP LtrS 098 9411 SB£L L£Sl 864E Z441 6091 L6Pl Ll£L £Bll OLZI S901 619 ZSt 19 Zl Ol 9Z 52 1tf10 1 SIN d 6 ZZ SE LS LS llL OEL L£t 09l 06l bSl 98l OZZ 69l 89l 4£L SPl 84L 89 8L 0 4 4 L ZI SE LE SS Z6 04L LSL 99L 69t 6LL 99L ZLZ SLL £Sl S£L SZl 4Zl Sll 6Z Sl 0 Z Z S N LLL VIP69 SB 9Zl LZL 84L £4l S9L 89l LLZ 86L 99L EZL 9LL SLL LL 9t 6 £ E S 9 o a LZ L£ B£ 9S AOZL 9SL 99L LLL ZSL L6L 96l LSL Z9l 49L 06L 6Pl 9£ ll Z Z 4 4 LL a 6L16 69 6LL LSt L£Z LZ£ L64 099 9L9 6E9 999 US S08 09L 099 O6S SZ9 E£S OL£ 4Zl 49 S £L 5L L£ 4 Nf108N1(l0S a - 9 6 ZE fiZ £S EL LZL 46L 66L EZZ Z6l l6l lOZ 99L 6SL tr9t LSL E6 LZ Z Z L Z 4 OL 4t SS 94 9E £L OEL £9L 4EZ SLl LLZ NZ OZZ 08L 9trl LSL S4L LL Sl 9 4 L L L L 0£ 9£ LS 99 66 L9L 6OZ 9ZZ OZZ £9L 99L 69L OSL 544 SLL 9EL 05 4L S l £ S 4 n 6L 6E £Z 99 ZL 9 L L 89L E9L LEZ tr6L LLL SLZ t9l SEL COL 99L 46 6Z 8 40 Z £ 6 �7r yti I o £EZ6 Z4 Z6 94L 66L 9ZZ E9£ 989 69L Z69 ZL8 £9L 408 LPL l99 E69 S49 US 6PZ 8S LL L L LL 8L aNf108N12l0N 1H101 OObZ OO£Z OOZZ OOLZ OOOZ 006L OOBL OOLI 009L 009L 004L OO£L OOZL OOLL OOOL 006 009 OOL 009 DOS 000 ONE OOZ OOL 3W11 N OOOZ 'OL .l�Jdfl2i83J 31`da 3f1N3nd y101�{Od aNd 03SVd l3 NOIltf00l 3vynlOn OIJJV81 N01103S831N1 I�J3S3a INldd JO 1,1.10 14ar-21-2001 04:20pm From-PALM DESERT PUBLIC WORKS DEPT 7603417098 T-031 P 002/003 F-460 00 t-to O O H ip' N comp 9 N o p r to N V C. N N O V to Cl _ V M a) (f) r 0 ;D � M Go N d V � mo N MNMCM'7 O r tnM� O N co O)t� to l� M O (D V V 0 f` W N CD O) — — N (Aitn v N u M '- M LL N t� p w O a) to to to a)2 c) r- wO N M 00 t` M 0 CD Q O co N r N N N co '- M 0 N O t0 (D V (D N to t- D) M(D Cl) M a) N to C) V V MMM W (D(D� r M N N'� U') p N N '� N to M )n h N to O t�N tD C) a) t0 � � O � � co M � MNN to c N C) tf) N C a) f0 O N h O CC)n C:) 1� O C) C) CND M M tO M M aO O ccpo M t� O f� N to N N M w to M Ln (0 tf) Cl) O O 2— N t` V V M N M Cl) v N n r (D '- r O M t- a) a) CO O) N O to N (D to (D h t- O 00 o 0 Lf) V (D N N MU') to N t` co to V N V O C. O to a) CD t._ N O O (D m M O) O) N MMN MMMM O M N MN V) M to V) L r r r r �2 r r C O O a) �n MN tT0 O O 1- OV C) CD O C. tDO �`�t MMNN NMN w .2 � O) •- O 4 t� (D T t- to V N t� V N to t- V N N co J 0 to O N O•- st' (D N V e- 00 (O Q M 7() (O (O w> O (D D) w O w h- V to N O Cl)to to h )DM U)U N V NN OM O N MNMN N O �w �.- O f` N M tD O O V O tD 0 O to C NMM ('7 N N O tn QO O N a MO VM (D OtN ems- n O M C,O� rr �-w o to O(n t� r) M (n t, c m C) Ln M In (D a) r- U(n p N c- .-- N u') O N O to w z $ aOjOQCl) O C) co(D O O (n MMMV to )n Q m 0 O � V 0) ONN co (D C cn �le c) 8 p O N O N M M to N Q C) N O M A a) M V MO to "t V .- NOS V 00 Q L QO 00 Nr .- et to MOB M O 0000 O V) 2 V o )o .- ON N fD tpM � e C) 0000 C) N (V (� M QO O N )f) N N a0 0) N to 'V N �-' O C) N (0O (+� N C7 O (D (D M V M a) W) O M r' Ln O N r- v to z z p z oJ iD z Q > > Z Q O F- U w � O w Or O O O ►- z cn z w A15 CITY OF PALM DESERT N INTERSECTION TRAFFIC VOLUME o LOCATION: HAYSTACK ROAD AND PORTOLA AVENUE DATE: MAY 24, 2000 g N TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1600 1900 2000 2100 2200 2300 2400 TOTAL NORTHBOUND 3 3 1 2 8 31 61 174 181 193 235 265 215 269 416 295 230 175 107 58 40 20 21 5 3008 m boll o 0 3 0 1 0 5 10 34 36 42 59 54 63 66 98 77 67 56 25 15 9 7 9 1 3 2 0 1 1 4 2 9 43 53 41 55 64 51 71 83 84 52 49 33 16 6 4 4 1 a 0 0 0 0 2 7 18 39 50 47 60 73 48 62 142 60 57 27 25 13 7 1 4 1 1 0 0 0 2 17 24 58 42 63 61 74 53 70 93 74 54 43 24 14 18 8 4 2 m m SOUTHBOUND 16 10 2 6 13 125 261 298 335 243 243 245 296 271 298 285 231 242 185 135 99 84 40 29 3992 7 98a 4 3 1 2 4 18 66 83 89 72 59 54 87 75 76 70 67 66 60 40 26 23 12 9 3 3 0 0 2 19 68 80 91 53 62 70 53 66 77 72 51 69 40 41 17 20 7 10 n 7 2 0 1 3 28 57 68 64 56 57 60 92 69 76 67 56 58 47 28 33 27 10 9 2 2 1 3 4 60 70 67 91 62 65 61 64 61 69 76 57 49 38 26 23 14 11 1 N N/S TOTAL 19 13 3 8 21 156 322 472 516 436 478 510 511 540 714 580 461 417 292 193 139 104 61 34 7000 EASTBOUND 4 3 1 5 5 54 131 213 185 149 146 124 137 144 163 121 119 104 79 73 43 33 12 7 2055 4?)O 1 0 0 1 1 7 22 43 52 49 43 36 28 44 31 33 32 27 21 19 13 16 4 3 0 1 1 1 0 9 25 63 60 30 33 27 35 32 46 32 26 27 23 13 9 5 3 2 1 2 0 2 1 13 43 61 33 23 43 26 31 29 38 28 24 23 22 22 14 8 3 1 2 0 0 1 3 25 41 46 40 47 27 35 43 39 48 28 37 27 13 19 7 4 2 1 _ o 4, P WESTBOUND 0 E/W TOTAL 4 3 1 5 5 54 131 213 185 149 146 124 137 144 163 121 119 104 79 73 43 33 12 7 2055 TOTAL 23 16 4 13 26 210 453 685 701 585 624 634 648 684 877 701 580 521 371 266 182 137 73 41 9055 w 0 0 W 0 m O CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION: COOK STREET AND COUNTRY CLUB DRIVE DATE: JANUARY-31-2001 TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 TOTAL NORTHBOUND 30 11 11 19 53 126 309 681 758 772 868 790 831 868 866 1101 1147 999 595 370 293 222 141 79 11940 00-15 12 1 3 3 4 14 51 99 183 215 176 209 227 222 212 253 306 303 196 105 88 57 28 21 23 Q,,&O 15-30 8 1 1 3 9 21 52 160 179 162 232 197 200 200 192 286 294 266 163 101 76 53 56 15 30-45 8 4 4 3 20 42 95 195 192 191 234 166 212 213 215 306 289 196 131 87 66 61 34 16 45-60 2 5 3 10 20 49 111 227 204 204 226 218 192 233 247 256 258 234 105 77 63 51 23 27 SOUTHBOUND 50 24 11 22 69 236 664 1030 923 707 682 724 673 715 755 815 740 733 485 311 207 209 150 101 11036 00-15 20 7 1 4 8 26 123 208 267 202 149 164 169 166 152 208 181 217 128 94 55 48 33 34 220 72 y 15-30 16 4 4 2 10 35 127 230 215 165 169 187 186 175 205 194 184 191 132 71 48 48 34 23 30-45 7 7 3 5 17 69 151 281 222 172 171 193 174 203 175 235 185 168 116 79 48 55 55 25 45-60 7 6 3 11 34 106 263 311 219 168 193 180 144 171 223 178 190 157 109 67 56 58 28 19 N/S TOTAL 80 35 22 41 122 362 973 1711 1681 1479 1550 1514 1504 1583 1621 1916 1887 1732 1080 681 500 431 291 180 22976 EASTBOUND 66 28 25 16 21 66 185 400 523 519 620 679 747 722 955 1031 1003 882 548 433 398 360 206 164 10597 00-15 15 11 8 6 5 8 33 70 146 119 135 169 196 159 249 243 266 247 160 104 118 102 57 72 2119+ 15-30 21 4 5 2 2 19 35 85 124 121 156 166 186 185 212 243 242 233 130 118 103 99 53 33 30-45 17 6 8 2 7 21 50 106 118 143 164 180 163 193 247 281 250 213 125 108 83 86 48 42 45-60 13 7 4 6 7 18 67 139 135 136 165 164 202 185 247 264 245 189 133 103 94 73 48 17 WESTBOUND 15 8 13 16 54 186 348 778 880 785 810 842 843 864 797 774 698 736 508 288 196 149 95 46 10729 00-15 5 5 4 4 6 34 47 115 207 183 175 193 188 218 182 192 184 199 141 93 62 50 28 17 21 466 15-30 3 1 3 2 7 52 57 186 221 180 202 191 248 225 200 200 170 190 149 70 58 37 21 7 30-45 3 1 3 5 14 41 96 223 205 204 208 214 196 193 216 186 171 176 127 74 35 33 21 12 45-60 4 1 3 5 27 59 148 254 247 218 225 244 211 228 199 196 173 171 91 51 41 29 25 10 E/W TOTAL 81 36 38 32 75 252 533 1178 1403 1304 1430 1521 1590 1586 1752 1805 1701 1618 1056 721 594 509 301 210 21326 TOTAL 161 71 60 73 197 614 1506 2889 3084 2783 2980 3035 3094 3169 3373 3721 3588 3350 2136 1402 1094 940 592 390 44302 I CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION. r^r"D WARING DRIVE AND SAN PABLO AVENUE DATE: JANUARY-24-2001 TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 200-) 2100 2200 2300 2400 TOTAL NORTHBOUND 15 10 9 5 6 96 367 288 293 354 347 427 452 465 506 452 516 318 223 174 151 85 59 5653 00-15 4 1 2 0 7 50 94 78 77 79 106 124 117 121 103 131 93 70 38 24 21 If 3Cj(o 15-30 5 3 4 0 17 73 67 62 100 82 108 125 113 139 112 150 73 56 a. 37 25 20 30-45 1 4 3 5 13 31 104 56 77 87 88 89 105 117 119 111 134 72 54 33 26 14 10 45-60 5 2 0 0 13 41 140 71 76 90 98 124 98 118 127 126 101 80 43 41 50 22 8 SOUTHBOUND 3 1 0 6 28 131 212 309 311 306 409 330 330 387 405 456 379 330 228 367 72 8 5013 00-15 3 0 1 1 0 1 4 20 57 67 71 80 126 47 113 95 86 162 104 150 40 113 41 3 )()02 G 15-30 0 1 1 0 0 2 9 26 53 122 64 48 133 63 72 110 90 120 73 73 50 78 11 1 30-45 1 0 1 0 0 2 7 33 30 60 57 69 72 88 76 77 85 87 67 63 51 92 10 2 45-60 0 0 0 0 0 1 8 52 72 60 119 109 78 132 69 105 144 87 135 44 87 84 10 2 N/S TOTAL 19 11 12 6 6 41 124 498 500 602 665 653 836 782 795 893 857 972 697 553 402 518 157 67 10666 EASTBOUND 36 25 16 15 19 44 241 513 498 605 773 984 1096 1039 1261 1306 1262 1316 843 634 545 604 381 136 14192 00-15 10 10 3 2 1 12 34 84 117 131 165 215 267 209 311 317 311 363 256 189 138 151 92 66 2 0 3a` 15-30 13 4 4 4 5 6 57 129 113 152 188 230 299 244 307 343 296 334 184 165 129 134 73 25 30A5 8 6 5 2 3 11 70 142 122 155 208 239 261 273 342 322 331 310 198 153 117 145 46 24 45-60 5 5 4 7 10 15 80 156 146 167 212 300 269 313 301 324 324 309 205 127 161 174 170 21 WESTBOUND 28 18 22 14 32 129 354 1099 1466 1576 1495 1370 1516 1368 1468 1586 1453 1398 1162 810 343 238 135 80 19160 00-15 5 5 3 3 3 27 59 153 520 397 359 372 393 371 322 429 379 331 294 256 110 52 39 30 38 320 15-30 7 5 3 2 5 23 51 173 291 438 325 300 369 355 351 424 365 388 300 193 85 69 38 19 30-45 10 3 8 2 13 28 88 271 272 351 351 310 378 297 357 358 315 359 272 227 71 60 26 14 45-60 6 5 8 7 11 51 156 502 383 390 460 388 376 345 438 375 394 320 296 134 77 57 32 17 E/W TOTAL 64 43 38 29 51 173 595 1612 1964 2181 2268 2354 2612 2407 2729 2892 2715 2714 2005 1444 888 842 516 216 33352 TOTAL 83 54 50 35 57 214 719 2110 2464 2783 2933 3007 3448 3189 3524 3785 3572 3686 2702 1997 1290 1360 673 283 44018 �Ol�d O m D Z O O K r D i - m r co co 0 4 p OC W co O O Z Z Z O O W N A W O w m O N A N a) C1 w V v) ato co A V V O OD V w 0 .Na Ln N Ul O N N O C) to O D O O J co a) 0 0 � N A Ln (D w V ACD — W C) A — w -. a tD O o D Z U1 N W V CD A r tr m (D w 0 W 0) N O to C) (T N -+ A C) O O A N V ADD N A (T W p N V A O OD N N A O A O V v A 0) O 0 Ul W (D V j A N A N N ' N N W O j - CT CD D O N O A w W w N fA 00 to A 0 0 -� CT A V V O D U7 O 00 j W (A A j N N w A A N U) A Q N cn N (O tr A O Z O N O Do C) W (7) A (o N O C N (J W m A A W (o V tD (D V V W O CD A fD V N W O (D (D w O Uw OD) W N N w O OD N Ul N V (p A N W V Q) C) V V W W O j N N ).) N m N V �_ A W O N a)C1 C) O V V OD O cc (D C) O O -� N O N O ' �I C) V O C) N W (D N cz N (T OD W N A W O (D O N Z O W W 0) 0 N) Q aD N 0 0 CO O a OD (D V O (D CD w (D v O A A 0 0 -+ N V N O w N v LnOD OD 0 W O A O � C m W N to co co V )V �) 0)(T O Ln ' Co V V (O W N O ccA f0 Q C v (D W O C) A (D L" O C) W co (D C) C) w coO O O T V W W w )J W N N N N N C.J W O V A V tD V O O W O N W W N N O w A Ln -4ID (O O co C) 11 W N A V O) Q O O W N 00 Z r W U) W w W N N W w w N N A N CO (n O W N (D N W O (D O O O (T CO A O) N A V O N co OD C71 A N w v C) 07 OD W A U) w to C) V 0 T _ 9 T m m W N N N N , w w w _w N N �• V ... Cl1 ? n V ODW 0) V co N N Q1 O C7 OD O a N a W W to (A N (O (D O N V A O W N W W OD (O coOD O A 00 < 0 W N W N w N ' w w w W ' N -+ V f)1 ' r O 0) A Co O co N A (J) (T A W N O C) (T (L O O A O) N U C W O (D Ln O A W W W O W O N w A Q U) O N 00 (ND (D ' -w+ N w O N N O) O O tD W O W W U1 N O OLn N N V C) V W N V cc O co N V 0) W N O N Q QD 00 W N W O N V N O N W O A A V A Q1 A CT W (P V V Ln ODr 0V to A O V W -• A CD A (D ()) A N O � O N N N N w N N N N W Q1 V A N " LnOD OD O A W W V lr O -� A w O (D 0 co O OD LnN (D N o N C) C) w m W A O A to O N ' j N N OD N N N W CD V A W ' Ul OD O A w W N O O O V A 0 0 N V O a) CDp tD OD 0N A W O O w V A U) co (T W O N C) V N (D co O corlj yy C) N N N CO A 0 0) C) coN A A tr N ' O v W (D A C) N A Ln CD (O C) W (b 0o A tT Ln W A O 00 W m A A W O ' O W O O (D O Ln (O U) V w W fT �) to O (T A co Ut N OO m N O m V OD W 0 N w w w w ' w a L. w ' N m (D (D co ' O O 0 O O A A cD N N Ln N) CD Q1 (D T W O � co Q) A T C) V N D1 ' ' A ' N j N co N N N c0 W m U) w Ln 4 W O V V V W OV O Cwi 0 N A O W V O V N OD (T O O C O _ _ O N (NO A C) W two N OD A tD 0) co W A O (wT p O O W O W O O O Lo OD N N O Lo(�11 C? O W A O W 0) --P N A V CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION: HOVLEY LANE EAST AND PORTOLA DATE: OCTOBER-18-2000 TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 23UU 2400 TOTAL NORTHBOUND 12 11 7 15 27 101 289 723 708 569 585 635 764 753 917 1002 843 840 533 293 274 231 92 50 10274 6 2 2 1 3 7 47 100 208 144 119 145 185 187 249 247 220 236 158 87 87 63 32 19 j p s4a 3 2 1 3 5 16 61 121 166 124 174 158 201 180 224 300 198 230 143 84 74 55 28 15 2 5 4 6 5 29 84 223 152 142 150 151 188 207 184 216 211 215 118 64 55 53 17 7 1 2 0 5 14 49 97 279 182 159 142 181 190 179 260 239 214 159 114 58 58 60 15 9 SOUTHBOUND 23 23 7 9 24 95 330 786 726 593 564 610 666 620 795 738 761 739 447 261 187 161 90 69 9324 8 7 2 2 5 7 41 119 180 165 141 138 180 150 178 194 184 215 141 84 49 48 31 24 I5(o9$ 5 7 0 1 7 15 72 174 170 131 123 179 153 158 187 176 184 202 123 70 45 27 23 14 1� 8 3 3 1 5 32 74 250 161 137 142 155 181 147 180 192 208 157 103 55 53 38 13 17 2 6 2 5 7 41 143 243 215 160 158 138 152 165 250 176 185 165 80 52 40 48 23 14 N/S TOTAL 35 34 14 24 51 196 619 1509 1434 1162 1149 1245 1430 1373 1712 1740 1604 1579 980 554 461 392 182 119 19598 EASTBOUND WESTBOUND 12 6 6 6 6 66 230 527 541 539 483 555 516 510 450 698 546 533 382 197 160 99 26 17 7111 6 2 1 2 2 8 28 89 120 160 1 ") 121 142 126 109 210 149 195 133 89 45 31 7 5 19 22 2 2 2 2 0 2 10 42 115 126 124 101 158 128 140 109 171 128 109 82 41 46 29 8 8 2 0 3 3 0 17 85 157 135 124 115 142 120 120 107 145 131 135 83 31 39 23 8 0 2 2 0 1 2 31 75 166 160 131 138 134 126 124 125 172 138 94 84 36 30 16 3 4 E/W TOTAL 12 6 6 6 6 66 230 527 541 539 483 555 516 510 450 698 546 533 382 197 160 99 26 17 7111 TOTAL 47 40 20 30 57 262 849 2036 1975 1701 1632 1800 1946 1883 2162 2438 2150 2112 1362 751 621 491 208 136 26709 \ZII -i m m z cn z r O m D O O K p D -� � -i -4 1 m n r A W -- O m A W — O co O A W A W O = -. 0 2 D i N I? T o 0 T 9 T 0 --1 cn o (n 0 CO cn o Y, 1p —i D 6) aw . 0 mAw C D 61aw,- O o aw r o cn o cn z o cn o v Z r o (n 0 D, C o (n 0 C: O p O z z z p p CI1 V N V N m v O N W N V N W A A W Q 0 C) O O O W ' O M N N O CJ1 O! N -� -.• Vt O -+ W m O > Lo �D O O O W W N (J W O V G O O N N O A O C O (p 01 N O � W N -- N CD O m O V (11 C) — — — W O O N O N C C. O 71 61 N W N O A A A W N A -+ O V N W N N to O O Ch W A O G m (O V N m y m ' m A (D N N O V O O Cl O + N co OD C) O O O Dmi W W W A w m m m W A ccN tND W v C s O O O O O O - V m vWj co � co m (n w A W (D V m O N W (D co W W V W co -? O O (D A (D (D m (D co W 0 C) A A m O co 0) co N (D (n (A O C) C) C) C) V W m 05 N C N co N Oo 0 m V m Q Q CO CO V (D N 00 co V co W W (.J W A m V V V 0 O W O -- O N W 0 (4 N m � a, V (D V CO W ?. m m m 00 m n O m V m m 'j Co V Cn W A' Uf A W Na V V m m N m O W to m W N co VO N m m m A A N A to O m W m W O m O v V V Co W (D OD V (D W A to w w m ' V m ' m �"� O Z r AA OD A V W— V m (D — a) Cl N 07 A A m (D �`-' N O N m (n V m pj m co (D OWj A A W A v m V (D OD '4 w C N co A N A co In W A W (D cD Cn to LA m m m W 0 A W O 00 > m m N m m m V m N (D "- Co V Co A N W W ' (D (D V m W A W V W m (D W (D V (D W W OD m to (D m W m O Lil A O O -4 W A 0)i O C5 v N N ! m O (mn (mn A N O O O W O O C C O A m m m (D (D Oo O m A A co O O m 07 W — to j (gyp OD -A. O (n V O W Cn m W V N m W W N A N (D tp � W m A O m V V N A C) N C) m Oo O Ln coV s W A Q A Omo V W W A ON7 m (On -4 A Ul V m 0 (D m A N coo O A 0 Q V O V A. O m N CD U1 V A QVt O v A A A m m Ut m m V N W ((,,u.) 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9t L SL LZ 1V101 S/N 09-SV 9D-0£ OE-9L 9 L-00 0 ONn09HIn0S 9Z £E bS 917 09 £9 ZSL OZZ OEZ 9LL LSL 86L Oct LK ZVL 4YL 69L co 6£ 6 9 £ £ Z 09-9b LL EE 617 19 tL 99 88t 54Z 9EZ M Z9L Zvi 5£L 99L 9vt 9ZL 09L 99 9Z 9L L L Z 9 917-0£ 9L 179 Vb £8 L9 8bL E6Z LZZ OEZ 99L Z9L 66t 9K 09L lot LZL 60t 6b 8L 9 4 t L 6 oE-9L kb 91 ZZ LE t9 ZL LL 09L 6ZZ Z9Z 40Z col t9t E6t Z9L 9£L 8EL ZZL 99 Ob Ol 9 b Z E 9 91-00 ZOZ6 Z8 LSL 861 Z9Z 68Z 691, Zh8 1796 006 969 9Z9 Z89 OL9 909 9Z9 £19 60S 8EZ 96 LE 9L L SL LZ GNn09H1 NON 1V101 OOt7Z OOEZ OOZZ OOLZ OOOZ 006L 008L OOLL 009t 009L QW4 00£t OOZL OOLL OOOL 006 009 OOL 009 009 006 OOE OOZ OOl 3W11 woz-L£-,kmvnNVf :31Va 3AW0 VNIVNIS NNVN3 aNV 133N1S N000 :N011V001 3wm0A 01:]dVN1 N01103S2131N1 iN3S30 WIVd JO A110 CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION: COOK STREET AND GERALD FORD DRIVE DATE: NOVEMBER-16-2000 TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 TOTAL NORTHBOUND 36 23 22 17 26 118 266 468 497 444 521 539 513 527 691 858 915 790 350 230 149 153 124 88 8365 16 3 3 5 6 12 51 85 129 123 125 153 118 146 166 191 237 241 100 82 35 58 44 36 16130 8 5 9 2 6 25 54 126 127 121 138 128 142 129 150 168 242 255 108 48 35 38 35 17 7 5 3 6 6 36 76 125 121 92 141 122 120 118 180 273 256 166 70 59 44 31 28 18 5 10 7 4 8 45 85 132 120 108 117 136 133 134 195 226 180 128 72 41 35 26 17 17 SOUTH B OUN D 61 45 31 27 103 467 1008 1252 875 608 582 543 578 637 721 771 762 604 359 226 196 215 179 92 10942 19 13 11 2 9 60 168 242 261 155 127 130 144 177 164 174 202 176 114 67 33 59 38 34 21 8� 21 12 8 3 13 88 181 292 207 154 147 135 148 130 168 184 180 155 72 59 53 59 49 16 10 6 4 8 29 122 298 368 192 129 160 144 129 143 185 207 192 148 85 44 53 52 43 17 11 14 8 14 52 197 361 350 215 170 148 134 157 187 204 206 188 125 88 56 57 45 49 25 �J 4 N/S TOTAL 97 68 53 44 129 585 1274 1720 1372 1052 1103 1082 1091 1164 1412 1629 1677 1394 709 456 345 368 303 180 19307 EASTBOUND 6 7 5 2 9 27 117 184 196 163 165 199 199 189 264 317 309 239 124 55 65 47 37 20 2945 3 4 2 0 1 5 21 38 38 38 44 45 45 48 58 64 73 74 40 18 12 9 17 6 sgcjp 1 1 1 0 2 4 19 31 64 35 55 62 70 43 61 79 81 66 36 13 16 11 10 5 1 1 1 0 2 6 33 60 43 46 32 45 47 46 74 82 77 61 23 11 17 14 5 6 1 1 1 2 4 12 44 55 51 44 34 47 37 52 71 92 78 38 25 13 20 13 5 3 WESTBOUND 4 1 4 3 11 24 97 190 172 151 126 123 119 131 185 210 160 156 60 31 27 17 23 7 2032 2 0 1 0 2 4 19 37 51 48 36 26 27 35 50 61 33 57 12 6 4 0 5 3 406j 1 0 1 0 1 5 21 47 34 34 27 26 29 35 49 52 44 43 22 14 10 9 9 2 0 0 2 2 4 6 18 52 38 28 27 35 39 34 49 49 43 31 13 7 7 2 6 2 1 1 0 1 4 9 39 54 49 41 36 36 24 27 37 48 40 25 13 4 6 6 3 0 E/W TOTAL 10 8 9 5 20 51 214 374 368 314 291 322 318 320 449 527 469 395 184 86 92 64 60 27 4977 TOTAL 107 76 62 49 149 636 1488 2094 1740 1366 1394 1404 1409 1484 1861 2156 2146 1789 893 542 437 432 363 207 24284 CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION: COOK STREET AND HOVLEY LANE EAST DATE: JANUARY-10-2001 TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 TOTAL NORTHBOUND 34 16 18 15 40 96 327 661 745 789 753 845 961 984 1140 1227 1181 1043 560 355 373 292 198 86 12739 00-15 11 6 7 2 6 10 56 140 227 189 194 217 241 266 254 307 322 362 184 105 106 92 76 26 25475 15-30 11 3 5 1 7 20 79 165 147 188 167 199 249 200 277 339 290 281 132 84 97 81 51 21 30-45 6 3 5 7 7 26 76 170 185 203 198 210 233 230 269 278 298 225 125 89 70 60 34 25 45-60 6 4 1 5 20 40 116 186 186 209 194 219 238 288 340 303 271 175 119 77 100 59 37 14 SOUT H BOU N D 39 30 26 19 42 203 608 1068 1067 1005 1039 1081 895 1011 1065 1060 933 870 669 376 268 223 150 124 13871 00-15 16 12 6 5 9 18 99 238 325 254 252 285 237 247 258 208 239 235 189 87 58 57 38 44 2 7'7+Z 15-30 10 5 4 4 10 28 136 228 242 245 252 241 224 279 267 307 215 237 199 102 70 58 45 26 30-45 9 5 8 1 3 60 157 287 237 220 286 310 224 251 264 263 233 190 135 89 74 52 41 25 45-60 4 8 8 9 20 97 216 315 263 286 249 245 210 234 276 282 246 208 146 98 66 56 26 29 N/S TOTAL 73 46 44 34 82 299 935 1729 1812 1794 1792 1926 1856 1995 2205 2287 2114 1913 1229 731 641 515 348 210 26610 EASTBOUND 17 6 8 10 18 68 141 315 433 409 448 546 523 487 588 752 699 604 319 199 156 118 72 25 6961 00-15 5 1 0 2 3 8 25 52 109 130 95 123 121 126 134 193 180 203 102 46 46 32 18 11 13922 15-30 2 4 1 4 5 11 24 67 94 83 140 139 135 110 165 213 168 178 77 48 42 40 31 4 30-45 3 1 5 0 4 20 47 89 100 88 120 140 138 116 143 175 180 120 73 57 24 32 12 8 45-60 7 0 2 4 6 29 45 107 130 108 93 144 129 135 146 171 171 103 67 48 44 14 11 2 WESTBOUND 17 7 3 10 26 73 226 709 697 575 514 561 450 515 559 636 481 440 295 170 103 83 49 19 7218 00-15 5 1 2 4 2 12 35 115 170 157 137 142 112 129 110 175 111 134 74 48 28 15 11 7 14-5(' 15-30 5 2 1 0 6 9 44 155 165 118 118 146 111 118 131 152 111 114 73 41 27 26 13 2 30-45 4 3 0 2 3 24 63 214 157 151 123 117 125 113 151 177 133 103 79 48 27 21 13 3 45-60 3 1 0 4 15 28 84 225 205 149 136 156 102 155 167 132 126 89 69 33 21 21 12 7 E/W TOTAL 34 13 11 20 44 141 367 1024 1130 984 962 1107 973 1002 1147 1388 1180 1044 614 369 259 201 121 44 14179 TOTAL 107 59 55 54 126 440 1302 2753 2942 2778 2754 3033 2829 2997 3352 3675 3294 2957 1843 1100 900 716 469 254 40789 CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION: COUNTRY CLUB DR AND PORTOLA AVE DATE: OCTOBER 5, 1999 TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 TOTAL NORTHBOUND 15 6 10 10 23 70 214 513 501 439 439 453 491 502 534 657 572 503 328 227 182 154 79 34 6956 1391z 4 2 3 3 4 8 38 83 143 104 112 117 131 133 144 152 165 165 109 66 53 46 24 15 3 1 3 4 4 21 46 107 120 128 111 102 125 121 138 176 122 111 80 53 50 41 22 8 8 2 2 2 4 20 59 159 110 108 105 133 119 133 124 182 152 132 85 52 44 34 18 5 0 1 2 1 11 21 71 164 128 99 111 101 116 115 128 147 133 95 54 56 35 33 15 6 SOUTHBOUND 9 7 3 6 8 41 174 327 294 196 206 226 206 225 227 252 282 237 149 90 *0 49 22 22 3318 663b 3 4 0 2 1 5 16 50 71 66 44 47 47 50 49 63 67 65 41 33 17 5 5 6 3 2 1 2 0 5 31 86 65 53 35 60 52 57 47 63 65 67 46 18 14 19 5 5 2 1 0 0 1 9 49 88 72 38 77 52 56 58 59 66 63 64 33 18 14 12 10 8 1 0 2 2 6 22 78 103 86 39 50 67 51 60 72 60 87 41 29 21 15 13 2 3 N/S TOTAL 24 13 13 16 31 111 388 840 795 635 645 679 697 727 761 909 854 740 477 317 242 203 101 56 10274 EASTBOUND 37 25 27 11 38 89 227 498 557 535 594 711 649 669 776 774 802 741 495 366 283 227 133 88 9352 �t 18104 16 6 6 2 10 14 29 83 133 121 139 188 179 137 195 212 195 215 120 107 56 59 46 29 8 5 9 2 4 16 31 137 125 118 142 154 156 153 165 177 198 193 13,1 90 94 67 31 24 7 6 8 1 6 28 71 131 131 147 137 179 170 178 197 201 200 175 121 93 60 47 35 20 6 8 4 6 18 31 96 147 168 149 176 190 144 201 219 184 209 158 120 76 73 54 21 15 WESTBOUND 29 18 12 17 24 134 313 657 745 616 702 738 796 742 745 691 662 621 433 303 198 133 125 66 9520 19040 12 6 3 8 5 21 43 111 180 154 176 185 202 156 197 176 179 172 115 85 57 44 33 22 3 3 4 3 4 35 66 170 185 154 165 202 187 188 181 170 164 172 104 76 57 28 31 15 12 6 3 4 4 38 82 154 183 147 178 161 185 190 174 179 141 140 105 77 52 31 34 13 2 3 2 2 11 40 122 222 197 161 183 190 222 208 193 166 178 137 109 65 32 30 27 16 E/W TOTAL 66 43 39 28 62 223 540 1155 1302 1151 1296 1449 1445 1411 1521 1465 1464 1362 928 669 481 360 258 154 18872 TOTAL 90 56 52 44 93 334 928 1995 2097 1786 1941 2128 2142 2138 2282 2374 2318 2102 1405 986 723 563 359 210 29146 CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION: EL PASEO WESTITOWN CENTER DRIVE AND HIGHWAY 111 DATE: NOVEMBER-01-2000 TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 TOTAL NORTHBOUND 4 2 3 4 2 5 17 58 115 160 233 274 352 348 341 316 221 178 90 47 66 35 16 7 2894 1 1 1 1 2 1 2 13 22 42 44 74 81 91 82 104 70 65 35 12 16 10 2 2 5-►aB 0 0 1 0 0 1 2 18 19 37 59 58 79 82 86 76 51 54 18 13 22 9 4 3 3 1 0 1 0 2 6 12 35 31 60 67 89 91 93 72 52 30 13 8 15 11 6 1 0 0 1 2 0 1 7 15 39 50 70 75 103 84 80 64 48 29 24 14 13 5 4 1 SOUTHBOUND 3 5 5 2 1 14 53 108 170 247 287 383 364 313 322 318 316 271 259 162 110 72 33 11 3829 3 2 2 0 1 0 10 24 36 62 59 96 103 82 99 70 74 62 54 40 25 31 14 7 -T658 0 0 1 1 0 1 12 22 29 76 80 103 111 75 74 75 68 50 77 44 20 13 11 1 0 0 0 1 0 6 18 28 46 59 67 81 79 78 72 86 104 86 73 41 32 11 3 1 0 3 2 0 0 7 13 34 59 50 81 103 71 78 77 87 70 73 55 37 33 17 5 2 9 N/S TOTAL 7 7 8 6 3 19 70 166 285 407 520 657 716 661 663 634 537 449 349 209 176 107 49 18 6723 EASTBOUND 89 111 61 36 50 149 481 656 869 999 1245 1399 1554 1400 1412 1346 1273 1253 915 685 526 382 241 130 17262 25 16 19 5 7 24 72 139 209 233 290 310 400 326 368 355 327 337 254 193 154 118 81 40 39�g 4 28 28 10 8 7 15 112 140 193 219 274 329 399 382 357 329 318 296 237 176 127 87 62 30 21 25 22 9 12 37 129 178 220 278 316 372 384 335 359 381 333 333 218 169 125 93 53 36 15 42 10 14 24 73 168 199 247 269 365 388 371 357 328 281 295 287 206 147 120 84 45 24 WESTBOUND 65 34 27 28 75 160 375 495 621 691 816 891 955 917 933 918 900 818 664 488 373 296 204 93 11837 21 7 6 4 8 19 63 104 153 161 210 222 243 218 215 240 243 223 178 133 91 72 57 33 :23 07¢ 19 11 9 12 16 49 83 125 163 156 184 218 240 246 257 228 212 239 173 131 87 93 56 28 9 5 9 6 25 52 106 153 142 204 206 194 232 241 221 245 178 171 147 114 83 69 51 18 16 11 3 6 26 40 123 113 163 170 216 257 240 212 240 205 267 185 166 110 112 62 40 14 E/W TOTAL 154 145 88 64 125 309 856 1151 1490 1690 2061 2290 2509 2317 2345 2264 2173 2071 1579 1173 899 678 445 223 29099 TOTAL 161 152 96 70 128 328 926 1317 1775 2097 2581 2947 3225 2978 3008 2898 2710 2520 1928 1382 1075 785 494 241 35822 CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION: HIGHWAY 111/HIGHWAY 74 AND MONTEREY AVENUE DATE: OCTOBER-18-2000 TIME 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 TOTAL NORTHBOUND 35 33 14 23 32 148 456 676 653 758 715 851 919 896 949 1031 890 689 615 337 297 209 11' 71 1140R 8 8 2 4 2 7 87 150 160 1.3 152 172 214 243 226 2.57 210 180 142 85 69 55 42 24 22 51(o 17 8 3 4 4 30 103 146 159 210 194 232 210 224 220 282 243 181 163 108 70 55 32 16 6 6 6 6 12 45 1-! 169 174 180 185 239 250 218 247 258 193 153 135 68 100 58 17 18 4 11 3 9 14 66 211 160 195 184 208 245 211 256 234 244 175 175 76 58 41 20 13 SOUTH BOUND 33 16 13 13 19 99 306 507 637 667 642 760 904 799 717 761 771 777 632 413 291 298 106 68 10249 11 6 3 2 3 6 50 107 157 166 161 195 226 200 163 197 206 192 178 102 87 95 39 19 20 4" 9 2 4 6 2 17 63 104 167 185 152 169 241 219 180 165 182 211 156 108 62 75 26 17 ` 6 3 4 4 2 25 76 126 146 133 171 187 212 199 177 193 205 189 154 111 67 69 25 14 O 7 5 2 1 12 51 117 170 167 183 158 209 225 181 197 206 178 185 144 92 75 59 16 18 N/S TOTAL 68 49 27 36 51 247 762 1183 1290 1425 1357 1611 1823 1695 1666 1792 1661 1466 1247 750 588 507 217 139 21657 EASTBOUND 78 44 29 28 42 89 326 532 714 747 847 975 1155 1191 1165 1066 1056 1066 831 731 584 461 282 173 14212 25 13 9 7 8 12 47 138 194 179 194 247 291 297 311 245 261 238 230 213 156 114 84 54 ?»4244 22 8 7 7 9 18 78 91 158 160 225 208 261 280 289 289 278 307 200 186 164 130 84 48 18 13 4 6 10 23 97 133 170 206 209 261 292 299 291 240 240 254 201 179 146 113 70 33 13 10 9 8 15 36 104 170 192 202 219 259 311 315 274 292 277 267 200 153 118 104 44 38 WESTBOUND 62 42 37 41 75 228 434 717 777 889 985 1106 1226 1134 1176 1141 1095 1150 863 613 446 363 269 113 14982 15 23 10 14 8 22 65 157 185 188 211 291 300 288 287 289 292 328 208 158 118 98 79 35 ?9,c)(4 21 3 11 10 16 43 99 144 189 221 258 246 326 281 283 263 285 314 214 181 135 95 73 27 9 11 8 9 22 67 118 188 171 220 251 273 278 275 305 312 254 277 250 148 107 82 62 27 17 5 8 8 29 96 152 228 232 260 265 296 322 290 301 277 264 231 191 126 86 88 55 24 E/W TOTAL 140 86 66 69 117 317 760 1249 1491 1636 1832 2081 2381 2325 2341 2207 2151 2216 1694 1344 1030 824 551 286 29194 TOTAL 208 135 93 105 168 564 1522 2432 2781 3061 3189 3692 4204 4020 4007 3999 3812 3682 2941 2094 1618 1331 768 425 50851 CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION: FRED WARING DRIVE AND HIGHWAY 111 DATE: NOVEMBER-01-2000 TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 TOTAL NORTHBOUND 88 51 37 34 51 141 305 654 809 832 1005 1132 1318 1419 1365 1334 1293 1231 939 763 551 528 305 157 16342 28 13 12 3 9 26 37 135 183 208 255 286 325 325 330 326 331 324 259 242 130 153 100 61 32 ba4 20 12 9 8 12 23 62 152 201 199 255 285 311 369 349 345 359 351 236 181 160 117 64 44 23 12 7 8 12 39 93 160 205 212 221 304 342 340 340 310 289 296 232 179 132 141 70 31 17 14 9 15 18 53 113 207 220 213 274 257 340 385 346 353 314 260 212 161 129 117 71 21 SOUTH BOU N D 96 80 70 47 63 180 538 843 1031 1175 1312 1483 1541 1382 1457 1457 1414 1417 933 632 475 375 234 134 18369 29 17 28 7 7 29 87 167 232 287 322 362 423 343 395 421 370 393 276 174 138 118 58 42 3038 28 11 12 11 10 26 122 181 239 283 283 343 391 347 330 331 334 329 229 151 127 93 64 28 21 16 20 10 19 51 144 233 270 284 340 382 407 346 393 382 353 375 226 165 110 92 70 37 18 36 10 19 27 74 185 262 290 321 367 396 320 346 339 323 357 320 202 142 100 72 42 27 N/S TOTAL 98 134 69 23 31 82 212 404 460 619 857 1026 1208 1088 1103 1085 963 987 712 523 344 306 143 91 12568 EASTBOUND 64 119 52 6 1 9 9 45 88 181 274 384 439 481 442 423 378 380 275 246 160 134 65 42 4697 18 12 38 2 0 2 2 16 16 25 58 102 95 134 105 107 107 103 71 73 46 50 23 11 9 334 14 26 5 3 0 5 3 11 22 46 74 78 118 111 116 100 83 110 58 73 35 35 17 13 16 29 4 1 0 2 4 4 18 45 72 100 119 130 103 109 104 68 73 56 53 23 15 10 16 52 5 0 1 0 0 14 32 65 70 104 107 106 118 107 84 99 73 44 26 26 10 8 WESTBOUND 34 15 17 17 30 73 203 359 372 438 583 642 769 607 661 662 585 607 437 277 184 172 78 49 7871 6 4 3 3 3 15 44 64 85 96 137 165 208 157 161 168 143 152 136 92 46 42 27 16 15*74 Z 9 3 6 2 1 12 35 86 76 94 155 156 176 129 166 173 133 182 110 56 47 44 16 15 11 3 5 3 8 16 44 94 91 119 148 156 192 172 169 158 161 137 98 74 45 51 20 9 8 5 3 9 18 30 80 115 120 129 143 165 193 149 165 163 148 136 93 55 46 35 15 9 E/W TOTAL 184 131 107 81 114 321 843 1497 1840 2007 2317 2615 2859 2801 2822 2791 2707 2648 1872 1395 1026 903 539 291 34711 TOTAL 282 265 176 104 145 403 1055 1901 2300 2626 3174 3641 4067 3889 3925 3876 3670 3635 2584 1918 1370 1209 682 382 47279 CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION: HIGHWAY 111 AND PARK VIEW DRIVE/PAINTER'S PATH DATE: NOVEMBER-16-2000 TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 TOTAL NORTHBOUND 66 51 32 33 59 194 428 799 933 938 1202 1454 1557 1672 1638 1605 1543 1492 1057 789 698 580 368 206 19394 25 12 9 9 11 16 58 157 241 236 263 359 339 438 432 387 411 385 270 218 213 146 124 65 3-5 7% 12 14 10 6 7 46 96 182 220 197 290 345 400 404 396 397 384 421 280 183 162 166 78 62 14 6 8 12 18 54 133 218 236 254 304 376 407 401 406 383 391 357 256 212 173 144 83 43 15 19 5 6 23 78 141 242 236 251 345 374 411 429 404 438 357 329 251 176 150 124 83 36 SOUTH B OU N D 98 42 36 47 52 172 612 895 1170 1363 1556 1715 1785 1652 1665 1703 1644 1465 1110 738 514 475 333 215 21057 18 9 7 6 5 23 95 158 271 329 381 413 483 393 401 413 395 423 314 188 147 169 73 93 4211t 37 10 12 14 5 34 137 178 288 345 353 454 472 430 442 438 416 377 266 194 141 107 108 54 26 11 12 10 21 49 164 283 293 335 391 392 418 410 384 399 422 363 269 187 115 110 81 39 N� 17 12 5 17 21 66 216 276 318 354 431 456 412 419 438 453 411 302 261 169 111 89 71 29 1 N/S TOTAL 164 93 68 80 111 366 1040 1694 2103 2301 2758 3169 3342 3324 3303 3308 3187 2957 2167 1527 1212 1055 701 421 40451 EASTBOUND 27 17 4 3 0 0 4 10 37 37 58 86 110 141 112 132 123 80 73 99 74 64 58 61 1410 6 3 2 0 0 0 2 2 9 5 8 29 40 32 20 43 36 34 13 29 22 21 15 19 2gZp 7 5 1 0 0 0 0 2 10 10 16 16 21 40 32 35 36 19 25 27 16 12 16 16 8 4 1 0 0 0 1 3 10 12 12 20 18 31 32 18 21 11 10 18 14 19 24 12 6 5 0 3 0 0 1 3 8 10 22 21 31 38 28 36 30 16 25 25 22 12 3 14 WESTBOUND 2 2 2 1 5 14 48 98 123 146 176 209 224 214 194 199 170 205 158 121 106 82 25 7 2531 0 1 0 0 1 5 12 34 33 49 45 65 48 45 50 48 65 45 36 29 27 9 4 50(p2- 0 0 0 3 7 8 15 23 32 36 40 54 65 59 64 33 51 29 24 25 23 7 1 0 1 1 1 1 6 16 37 25 39 45 51 48 46 45 49 43 50 32 25 22 16 5 2 0 1 0 0 1 0 19 34 41 42 46 73 57 55 45 36 46 39 52 36 30 16 4 0 E/W TOTAL 29 19 6 4 5 14 52 108 160 183 234 295 334 355 306 331 293 285 231 220 180 146 83 68 3941 TOTAL 193 112 74 84 116 380 1092 1802 2263 2484 2992 3464 3676 3679 3609 3639 3480 3242 2398 1747 1392 1201 784 489 44392 1 APPENDIX B EXISTING PEAK HOUR INTERSECTION COUNT DATA 23 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: I-10 WB RAMPS DATE: 3/27/2001 CITY: 1000 PALMS E-W STREET: RAMON DR. DAY: TUESDAY PROJECT## 0341010A -------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 1 1 6 : 00 AM ------------------- 15 AM 30 AM 45 AM 7 : 00 AM 56 0 31 16 73 107 31 314 15 AM 91 1 25 19 98 125 35 394 30 AM 105 0 35 25 106 99 41 411 45 AM 97 1 42 31 121 122 37 451 8 : 00 AM ill 0 37 27 102 131 47 455 15 AM 91 0 27 38 96 124 54 430 30 AM 81 0 35 29 83 109 50 387 45 AM 103 0 26 27 87 118 39 400 9 : 00 AM 15 AM 30 AM 45 AM .0 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 735 2 258 0 0 0 212 766 0 0 935 334 3242 �M Peak Hr Begins at 730 AM EAK OLUMES = 404 1 141 0 0 0 121 425 0 0 476 179 1747 DDITIONS : 3-WAY STOP N/S/W ` �,3 23 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: I-10 WB RAMPS DATE: 3/27/2001 CITY: 1000 PALMS E-W STREET: RAMON DR. DAY: TUESDAY PROJECT# 0341010P ------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 1 1 -------------------------------------------------------------- 2 : 00 PM ------------------------ 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 74 0 47 39 121 71 47 399 45 PM 69 0 38 48 103 84 51 393 4 : 00 PM 73 0 45 43 112 89 57 419 15 PM 103 0 51 55 121 93 51 474 30 PM 117 0 53 67 126 117 63 543 45 PM 104 0 49 71 117 123 59 523 5 : 00 PM 118 0 41 58 103 ill 54 485 15 PM 128 0 38 69 91 108 65 499 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 786 0 362 0 0 0 450 894 0 0 796 447 3735 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 467 0 181 0 0 0 265 437 0 0 459 241 2050 ADDITIONS :3-WAY STOP N/S/W �z SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: I-10 EB RAMPS DATE: 3/27/2001 CITY: 1000 PALMS E-W STREET: RAMON DR. DAY: TUESDAY PROJECT# 0341009A ----------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 0 1 1 1 1 1 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 49 0 74 69 97 17 181 487 15 AM 37 0 67 86 111 24 183 508 30 AM 54 0 83 84 132 29 196 578 45 AM 43 0 89 79 117 35 198 561 8 : 00 AM 49 1 78 87 126 31 184 556 15 AM 47 0 69 73 114 24 183 510 30 AM 39 0 61 68 103 29 168 468 45 AM 32 0 58 61 94 23 153 421 9 : 00 AM 15 AM 30 AM 45 AM 0 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL OLUMES = 0 0 0 350 1 579 0 607 894 212 1446 0 4089 AM Peak Hr Begins at 730 AM EAK VOLUMES = 0 0 0 193 1 319 0 323 489 119 761 0 2205 DDITIONS : SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: I-10 EB RAMPS DATE: 3/27/2001 CITY: 1000 PALMS E-W STREET: RAMON DR. DAY: TUESDAY PROJECT# 0341009P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 0 1 1 1 1 1 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 47 1 36 103 79 31 129 426 45 PM 39 0 41 91 88 26 126 411 4 : 00 PM 43 0 49 98 91 29 147 457 15 PM 51 0 63 117 112 36 178 557 30 PM 43 0 69 129 115 31 183 570 45 PM 36 1 58 135 101 41 179 551 5 : 00 PM 51 0 51 151 131 46 171 601 15 PM 48 0 47 167 116 47 160 585 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM ------------------------------------ TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 0 0 358 2 414 0 991 833 287 1273 0 4158 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 0 0 0 178 1 225 0 582 463 165 693 0 2307 ADDITIONS : SIGNALIZED �-T SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PARK VIEW DATE: 3/27/2001 CITY: INDIAN WELLS E-W STREET: SR-111 DAY: TUESDAY PROJECT# 0341013A ---------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 0 1 0 0 .5 0 .5 1 1 3 0 1 3 1 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 3 0 0 1 0 9 14 169 1 0 183 2 382 15 AM 3 0 1 3 1 14 18 206 1 1 202 3 453 30 AM 7 1 1 2 1 14 19 225 3 4 243 3 523 45 AM 6 2 2 3 0 17 23 246 2 3 271 5 580 8 :00 AM 7 2 0 1 1 16 24 281 4 4 300 6 646 15 AM 4 1 0 1 2 15 18 298 4 3 326 4 676 30 AM 6 0 0 1 0 11 31 271 3 3 287 2 615 45 AM 7 0 1 1 3 11 26 251 3 4 270 3 580 9 : 00 AM 15 AM 30 AM 45 AM 10 :00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 43 6 5 13 8 107 173 1947 21 22 2082 28 4455 AM Peak Hr Begins at 800 AM PEAK VOLUMES = 24 3 1 4 6 53 99 1101 14 14 1183 15 2517 ADDITIONS:SIGNALIZED �-1 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PARK VIEW DATE: 3/27/2001 CITY: INDIAN WELLS E-W STREET: SR-111 DAY: TUESDAY PROJECT# 0341013P ------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 0 1 0 0 .5 0 .5 1 1 3 0 1 3 1 ---------------------------------------- 2 : 00 PM 15 PM 30 PM 45 PM 3 :00 PM 15 PM 30 PM 15 1 2 15 1 24 55 338 20 10 356 12 849 45 PM 14 2 4 19 1 26 62 357 25 8 380 15 913 4 :00 PM 21 1 5 23 0 28 60 410 24 11 386 16 985 15 PM 17 2 5 26 3 34 81 431 25 14 439 20 1097 30 PM 16 1 5 23 2 30 63 403 27 13 417 18 1018 45 PM 16 3 7 19 3 31 68 406 28 10 413 14 1018 5 : 00 PM 13 3 6 15 1 29 85 383 26 9 412 13 995 15 PM 11 2 4 11 1 27 92 386 18 9 393 10 964 30 PM 45 PM 6 :00 PM 15 PM 30 PM 45 PM ---------------------------------------------------------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 123 15 38 151 12 229 566 3114 193 84 3196 118 7839 PM Peak Hr Begins at 415 PM PEAK VOLUMES = 62 9 23 83 9 124 297 1623 106 46 1681 65 4128 ADDITIONS :SIGNALIZED Tear and warm Traffic engineering Dept. Site Code : 08502690 —17-8 73-510 Fred Waring Dr. " Start Date: 04/22/99 inted by: Palm Desert, Ca. 92260 File I.D. FREDWAR7 Page 1 Vehicle group 1 ---------------------------------------------------------- State Hwy Ill (Fred Waring Dr IState Hwy ill IFred Waring Dr I Southbound (Westbound INorthbound (Eastbound I I Left Thru Right Other I Left Thru Right Other I Left Thru Right Other I Left Thru Right Other I Total Date04/22/99 ----------------------------------------------------------------------'---------'--------'---------- 00 50 197 2 0 9 14 92 0 I 7 229 4 0 I 4 2 4 0 I 614 :-.15 31 196 4 0 I 7 10 74 0 I 7 191 9 0 I 5 3 5 0 I 542 38:30 80 194 9 0 I Ii 16 52 0 9 188 7 0 I 5 4 3 0 578 45 67 242 5 0 1 13 10 51 0 1 9 219 10 0 1 7 8 3 0 1 644 Total 228 829 20 0 40 50 269 0 I 32 827 30 0 I 21 17 15 0 2378 - ------- • BREAK ------ 11:00 115 306 26 0 I 43 37 75 0 I 9 222 32 0 I 18 19 8 0 I 9I0 '1715 87 286 21 0 I 42 30 88 0 I 18 247 29 0 I 21 26 12 0 I 907 30 93 301 29 0 I 49 34 114 0 15 262 34 0 I 19 26 11 0 987 35 91 331 27 0 I 46_ 43 75 0 I 23 312 42 0 I 27 39 15 0 I 1071 Hr Total 386 1224 103 0 ( 180 144 352 0 65 1043 137 0 I 85 110 46 0 3875 - •------ • BREAK • ------------------------------------------------ )0 89 249 21 0 37 38 86 0 I 10 320 33 0 I 27 31 25 0 I 966 .5 122 288 16 0 I 53 28 75 0 9 311 36 0 I 21 38 17 0 I 1014 30 122 248 19 0 48 35 7' 0 I 23 363 28 0 19 22 15 0 1019 .5 123 259 19 0 1 52 42 100 0 I 15 299 28 0 I 31 26 13 0 1 1007 oca'_ 456 1044 75 0 I 190 143 338 0 57 1293 125 0 98 117 70 0 1 4006 ----------------------------------------------------------------------------------------------------- AL• 1070 3097 198 0 410 337 959 0 I 154 3163 292 0 204 244 131 0 10259 13 INPUT DATA Project: _______________________> Palm Desert General Plan Update <__= Job#: 00055 Scenario: _______________________> Count <__= Analyst: MW Existing Conditions Model Run ID: __> N/A <__= Date: July 31, 2003 Future Conditions Model Run ID: __> N/A LOCATION: Desert Crossing (NS)/SR-111 (EVW1) AM PEAK HOUR PM PEAK HOUR EXISTING TURNING MOVEMENT VOLUMES: EXISTING TURNING MOVEMENT VOLUMES: II 2000 0 0 0 2000 0 0 0 < v > < v > 0 ^ ^ 0 0 ^ ^ 0 > < 0 0 > < 0II 0v v 0 0v v < ^ > < ^ > 0 0 0 0 0 0 I EXISTING MOD`-L YEAR: EXISTING MODEL YEAR: N/A 0 0 N/A 0 0 v ^ v ^ 0 < IN = 0 < 0 0 < IN = 0 < OII 0 > OUT= 0 > 0 0 > OUT= 0 > v v ^ 0 0 0 0 I FUTURE MODEL YEAR: FUTURE MODEL YEAR: N/A 0 0 N/A 0 0 v ^ v ^ 0 < IN = 0 < 0 0 < IN = 0 < 0 0 > OUT= 0 > 0 0 > OUT= 0 > nII v ^ v ^ 0 0 0 0 EXISTING (COUNTED)ADTs BY LEG: EXISTING (COUNTED)ADTs BY LEG: 2000 1,476 2000 1,476 N N 29,350 W LEG E 30,236 29,350 W + E 30,236II S S 8,614 8,614 REFINED 2020 ADTs BY LEG: REFINED 2020 ADTs BY LEG: N/A 1,476 N/A 1,476 N N 29,350 W LEG E 30,236 29,350 W + E 30,236 II S S 8,614 8,614 U:�Uc]obs�00055�count�[13.x1s]Input(1) �10 l3 Growth Calculations Project: Palm Desert General Plan Update Job f#: 00055 Scenario: Count Analyst: MW Date: July 31,2003 LOCATION: Desert Crossing(NS)/SR-111 (EW) EXISTING COUNTED INBOUND AND OUTBOUND VOLUME CALCULATION AM PM EXISTING COUNT YEAR: EASTING COUNT YEAR: 2000 0 0 2000 0 0 v ^ v ^ 0 < IN = 0 < 0 0 < IN = 0 < 0 0 > OUT= 0 > 0 0 > OUT= 0 > 0 v ^ v ^ 0 0 0 0 GROWTH CALCULATION DECISION RULE MIN=Minimum Count Growth Approach MIN=Minimum Count Growth Approach ADD=Additive(Growth Increment)Approach ADD ADD ADD=Additive(Growth Increment)Approach ADD ADD MUL=Multiplicative(Ratio)Approach v ^ MUL=Multiplicative(Ratio)Approach v ^ ADD < < ADD ADD < < ADD ADD > > ADD ADD > > ADD v ^ v ^ MINIMUM GROWTH%s N/A TO N/A ADD ADD ADD ADD 0% 0% 0% 0% v ^ v ^ 0% < < 0% 0% < < o 0% > > 0% 0% > > 0% 0/o v ^ v ^ 0% 0% 0% 0% REFINED GROWTH: N/A TO N/A ADJUSTED GROWTH: WA TO N/A 0 0 0 0 v ^ v ^ 0 < < 0 0 < < 0 0 > > 0 0 > > 0 v v ^ 0 0 0 0 PRORATED GROWTH: 2000 TO NIA PRORATED GROWTH: 2000 TO N/A #####YEARS ##### # ##YEARS ###k#### v ^ v ^ v ^ v ^ ########### ####1;###### NEW PROJECTED VOLUMES: N/A NEW PROJECTED VOLUMES: N/A 52 35 67 52 v ^ v ^ 889 < IN = 2248 < 1010 1475 < IN = 3419 < 1660 884 > OUT= 2248 > 764 1304 > OUT= 3419 > 1684 v ^ v ^ 560 302 208 388 'NOTE:Outbound future volume may be factored(increased)to match inbound if inbound is greater than outbound. U:�Uclobs�00055\count\[13.x1s]Growth Summary(2) �1 ) i3 Project: Palm Desert General Plan Update Job #: 00055 Scenario: Count Analyst: MW Date: July 31, 2003 LOCATION: Desert Crossing (NS)/SR-1 11 (EW) FORECAST YEAR: N/A INDIVIDUAL TURN VOLUME GROWTH REVIEW AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE DIFF- APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 150 150 #DIV/0! 0 74 74 #DIV/0! BOUND Through 0 17 17 #DIV/0! 0 15 15 #DIV/0! Right 0 135 135 #DIV/0! 0 311 311 #DIV/0! NB Total 0 302 302 #DIV/0! 0 400 400 #DIV/0! SOUTH Left 0 9 9 #DIV/0! 0 46 46 #DIV/0! BOUND Through 0 33 33 #DIV/0! 0 11 11 #DIV/0! Ri ht 0 10 10 #DIV/0! 0 11 11 #DIV/0! SB Total 0 52 52 #DIV/0! 0 68 68 #DIV/0! EAST Left 0 9 9 #DIV/0! 0 7 7 #DIV/0! BOUND Through 0 620 620 #DIV/0! 0 1,326 1,326 #DIV/0! Right 0 256 256 #DIV/0! 0 36 36 #DIV/0! EB Total 0 885 885 #DIV/0! 0 1,369 1,369 #DIV/0! WEST Left 0 271 271 #DIV/0! 0 160 160 #DIV/0! BOUND Through 0 729 729 #DIV/01 0 1,391 1,391 #DIV/0! Right 0 9 9 #DIV/01 0 31 31 #DIV/0! WB Total 0 1,009 1 1,0091 #DIV/0! 0 1,582 1,582 #DIV/0! TOTAL ENTERING VOLUME 0 2,248 2248 #DIV/0! 0 3,419 3419 #DIV/0! FORECAST PEAK HOUR TO ADT COMPARISON VOLUMES PERCENT OF ADT AM PM AM PM ADT North Leg Inbound 52 68 North Leg Outbound 35 53 North Leg TOTAL 87 121 6% 8% 1,476 South Leg Inbound 302 400 South Leg Outbound 560 207 South Leg TOTAL 862 607 10% 7% 8,614 East Leg Inbound 1,009 1,582 East Leg Outbound 764 1,683 East Leg TOTAL 1,773 3,265 6% 11% 30,236 West Leg Inbound 885 1,369 West Leg Outbound 889 1,476 West Leg TOTAL 1,774 2,845 6% 10% 29,350 OVERALL TOTAL 4,496 6,838 6% 10% 69,q76JI U:�Ucjobs\00055\count [13.x1s]0utput (3) f � ll h i CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION: DESERT CROSSINGS AND HIGHWAY 111 DATE: SEPTEMBER-13-2000 [TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 TCTAL NORTHBOUND 58 31 32 26 57 133 320 637 776 856 989 1136 1255 1258 1228 1230 1114 1056 885 692 507 414 284 144 15118 14 9 9 5 6 14 44 111 207 210 228 270 306 324 295 336 241 286 225 206 131 110 107 46 16 11 7 10 11 28 53 131 146 208 259 274 305 302 312 323 299 246 241 164 140 114 63 43 14 7 8 4 14 42 88 193 211 222 233 278 325 342 323 295 291 266 203 167 129 110 72 30 14 4 8 7 26 49 135 202 212 216 269 305 319 290 298 276 283 258 216 155 107 80 42 25 [SOU T HBOUND 78 49 37 26 40 163 412 623 783 907 1021 1149 1279 1153 1109 1119 1037 1081 799 660 485 334 203 128 14675 27 11 10 6 13 18 75 115 162 195 239 289 340 283 298 281 230 323 208 181 125 95 62 40 �3* 21 10 12 7 3 26 89 126 218 222 246 269 299 295 269 277 283 303 215 181 141 86 61 33 14 13 9 8 7 44 109 152 190 211 238 278 344 269 273 279 279 244 187 159 122 68 42 28 16 15 6 5 17 75 139 230 213 279 298 313 296 306 269 282 245 211 189 139 97 85 38 27 N/S TOTAL 1 6 5 2 1 . 10 21 50 69 189 275 379 506 522 480 446 427 424 391 324 272 159 72 14 5045 (EASTBOUND 1 4 5 2 1 5 4 15 36 148 233 336 431 461 411 408 376 372 345 285 224 136 58 10 4307 0 0 3 0 0 1 3 1 2 29 52 80 143 117 102 122 91 107 87 88 65 48 27 7 0 0 0 1 0 0 0 2 10 27 41 87 83 106 108 109 88 87 87 68 68 45 15 0 1 1 0 1 1 4 0 e 6 41 72 88 98 119 90 88 93 84 92 75 47 29 11 2 0 3 2 0 0 0 1 4 16 51 68 81 107 119 111 89 104 94 79 54 44 14 5 1 WESTBOUND 0 2 0 0 0 5 17 35 33 41 42 43 75 61 69 38 51 52 46 39 48 23 14 4 738 0 2 0 0 0 3 6 6 7 8 8 3 24 15 11 11 18 12 13 8 15 10 5 3 0 0 0 0 0 2 5 7 6 11 11 14 19 18 17 8 9 13 13 9 13 10 6 1 0 0 0 0 0 0 2 13 8 10 11 10 20 16 23 5 13 11 11 11 4 1 3 0 0 (1 0 U 11 1) 4 9 12 12 12 16 12 12 18 14 11 16 0 11 16 2 0 0 E/W TOTAL 136 80 69 52 97 296 732 1260 1559 1763 2010 2285 2534 2411 2337 2349 2151 2137 1684 1352 992 748 487 272 29793 1OTAL 137 116 74_''i4 98 306 753 1310 1621) 1952 2285 2664 304 22933 2817 2795 2578 2561 2075 1676 1264 907 559 288 34838 IS SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EL PASEO/ DATE: 3/27/2001 CITY: PALM DESERT TOWN CENTER E-W STREET: SR-111 DAY: TUESDAY PROJECT# 0341006A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 . 5 1 0 .5 1 .5 1 . 5 1 1 3 0 1 3 1 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 61 10 4 17 12 0 13 101 26 6 123 3 376 15 AM 74 14 7 21 16 1 14 122 35 6 142 5 457 30 AM 95 20 8 26 19 2 18 132 36 7 157 7 527 45 AM 90 21 6 22 19 2 15 133 38 9 187 9 551 8 : 00 AM 86 17 7 19 17 2 16 152 35 8 143 9 511 15 AM 79 16 6 19 14 4 15 143 31 12 163 8 510 30 AM 73 16 6 20 14 3 16 133 26 11 170 8 496 45 AM 64 13 6 1-7 13 2 13 137 23 9 168 6 471 9 : 00 AM 15 AM 30 AM 45 AM .0 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL "OLUMES = 622 127 50 161 124 16 120 1053 250 68 1253 55 3899 j,M Peak Hr Begins at 730 AM EAK .OLUMES = 350 74 27 86 69 10 64 560 140 36 650 33 2099 DDITIONS :SIGNALIZED rJ Is SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EL PASEO/ DATE: 3/27/2001 CITY: PALM DESERT TOWN CENTER E-W STREET: SR-111 DAY: TUESDAY PROJECT# 0341006P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 .5 1 0 . 5 1 . 5 1 . 5 1 1 3 0 1 3 1 --------------------------------------------------------------- 2 : 00 PM ------------------------------ 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 135 62 5 36 56 11 43 332 43 17 256 21 1017 45 PM 121 73 6 39 55 8 42 326 45 15 249 16 995 4 : 00 PM 143 76 5 37 60 12 46 331 41 13 256 18 1038 15 PM 141 80 3 38 62 13 52 330 56 12 280 19 1086 30 PM 148 80 4 43 60 13 45 318 56 11 261 18 1057 45 PM 136 78 4 41 57 11 42 316 51 16 246 19 1017 5 : 00 PM 130 74 6 37 53 9 38 321 48 12 242 16 986 15 PM 117 53 4 34 50 7 34 316 43 9 236 16 919 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 1071 576 37 305 453 84 342 2590 383 105 2026 143 8115 PM Peak Hr Begins at 400 PM PEAK VOLUMES = 568 314 16 159 239 49 185 1295 204 52 1043 74 4198 ADDITIONS : SIGNALIZED 3� SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PLAZA WAY DATE: 3/27/2001 CITY: PALM DESERT E-W STREET: SR-111 DAY: TUESDAY PROJECT# 0341014A ------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 1 1 0 .5 1 .5 2 3 0 1 3 1 ------------------------------------------------ 6:00 AM 15 AM 30 AM 45 AM 7 :00 AM 4 0 6 1 0 0 3 109 4 26 126 4 283 15 AM 6 1 5 1 0 2 6 130 6 32 143 7 339 30 AM 7 3 7 2 2 1 5 144 6 47 181 7 412 45 AM 11 3 8 3 1 0 6 139 9 53 146 9 388 8 : 00 AM 16 3 12 2 2 3 6 160 10 48 178 10 450 15 AM 14 5 13 4 2 2 5 148 12 47 173 10 435 30 AM 15 6 11 3 1 4 7 141 10 41 172 11 422 45 AM 15 5 8 4 3 1 9 140 7 37 169 8 406 9 :00 AM 15 AM 30 AM 45 AM 10 :00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 88 26 70 20 11 13 47 1111 64 331 1288 66 3135 AM Peak Hr Begins at 800 AM PEAK VOLUMES = 60 19 44 13 8 10 27 589 39 173 692 39 1713 ADDITIONS :SIGNALIZED f�l 1 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PLAZA WAY DATE: 3/27/2001 CITY: PALM DESERT E-W STREET: SR-111 DAY: TUESDAY PROJECT# 0341014P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 1 1 0 .5 1.5 2 3 0 1 3 1 --------------------------------------------------------------- 2 :0 0 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 31 18 37 38 12 17 40 302 7 82 284 28 896 45 PM 31 16 29 43 10 17 39 329 6 76 326 23 945 4 : 00 PM 33 20 32 43 9 14 38 330 8 74 311 24 936 15 PM 32 17 33 42 11 16 33 342 7 79 323 26 961 30 PM 34 18 35 44 13 18 37 319 7 73 274 29 901 45 PM 31 16 32 41 13 17 35 317 6 67 270 27 872 5 : 00 PM 27 16 30 38 9 15 31 326 6 64 245 24 831 15 PM 26 13 25 35 7 12 27 321 4 46 240 23 779 30 PM 45 PM 6 :00 PM 15 PM 30 PM 45 PM --------------------------------------------------------------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 245 134 253 324 84 126 280 2586 51 561 2273 204 7121 PM Peak Hr Begins at 345 PM PEAK VOLUMES = 130 71 129 172 43 65 147 1320 28 302 1234 102 3743 ADDITIONS :SIGNALIZED �Ig 3� Clear and warm Traffic Engineering Dept. Site Code : 10501435 TDC-8 73-510 Fred Waring Dr. - Start Date: 05/05/99 Counted by: Palm Desert, Ca. 92260 File I.D. HOVLEY03 Page 1 Vehicle group 1 oasis Club Dr IHovley Lane East IHovley Lane East Southbound lWescbound jEastbound i Left Right Other I Thru Right Other I Left Thru Other I Total Date05/05/99 ----------------------------------------------------------------------------------------------------------------------- 08:00 25 9 0 121 49 0 20 75 0 299 08:15 30 11 0 143 45 0 20 73 0 322 08:30 34 15 0 138 45 0 8 69 0 309 08:45 24 10 0 I 118 56 0 I 16 74 0 I 298 Hr Total 113 45 0 520 195 0 64 291 0 1228 ---------- • BREAK 15:00 49 12 0 105 37 0 13 106 0 322 15:15 54 13 0 89 33 0 19 140 0 348 15:30 50 7 1 72 24 0 18 166 0 338 15:45 47 6 0 1 87 26 0 I 14 163 0 ( 343 Hr Total 200 38 1 1 353 120 0 64 575 0 1351 ----------------------------------------------------------------------------------- •TOTAL- 313 83 1 1 373 315 0 128 866 0 2579 1 1 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: MONTEREY AVE. DATE: 3/28/2001 CITY: PALM DESERT E-W STREET: I-10 EB RAMPS DAY: WEDNESDAY PROJECT# 0341011A --------------------------------------------___ NORTHBOUND SORTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 3 1 2 3 1 .3 0 .3 1.3 ----------------------------------------------------------- 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 61 51 36 167 4 1 122 442 15 AM 78 49 41 172 14 0 129 483 30 AM 92 45 46 189 16 0 136 524 45 AM 110 58 53 249 12 0 178 660 8 : 00 AM 148 66 61 225 9 0 206 715 15 AM 164 57 47 193 10 0 170 641 30 AM 158 48 35 152 5 0 152 550 45 AM 137 41 44 96 6 0 140 464 9 : 00 AM 15 AM 30 AM 45 AM 10 : 00 AM 15 AM 30 AM 45 AM -------------------------------------------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 948 415 363 1443 0 76 1 1233 0 0 0 4479 AM Peak Hr Begins at 745 AM PEAK VOLUMES = 0 580 229 196 819 0 36 0 706 0 0 0 2566 ADDITIONS : $Zo SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: MONTEREY AVE. DATE: 3/28/2001 CITY: PALM DESERT E-W STREET: I-10 EB RAMPS DAY: WEDNESDAY PROJECT# 0341011P ------------------------------------------------ NORTHBOUND SOU'I'HBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 3 1 2 3 1 . 3 0 . 3 1 . 3 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 314 148 46 114 15 1 156 794 45 PM 302 122 51 128 18 0 169 790 4 : 00 PM 327 129 42 120 11 0 164 793 15 PM 283 118 54 119 17 1 156 748 30 PM 274 95 46 133 13 0 143 704 45 PM 256 81 57 129 15 0 137 675 5 : 00 PM 287 73 44 138 12 0 123 677 15 PM 328 67 36 157 10 0 111 709 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL `TOLUMES = 0 2371 833 376 1038 0 111 2 1159 0 0 0 5890 PM Peak Hr Begins at 330 PM 'EAK 'OLUMES = 0 1226 517 193 481 0 61 2 645 0 0 0 3125 ,DDITIONS : INTERSECTION TURNING COUNT NORTH-SOUTH STREET: MONTEREY N EAST-WEST STREET: DINAH SHORE N TIME : 08 : OOAM-09 : OOAM DATE : 03-08-00 II NORTH LEG u 336 1081 1 Total " 88 273 0 1st 92 261 0 2nd 84 279 0 3rd �I 72 268 1 4th Rt Thru Lt II Rt 0 0 0 0 0 �I Thru 0 0 0 0 0 II Total 1st 2nd 3rd 4th Lt 0 0 0 0 0 ::3q6l 103 97 89 72I Lt 1st 2nd 3rd 4th Total 0 0 0 0 Thru 137 33 41 37 26 Rt Lt Thru Rt 1st 29 181 0 21,d 32 172 0 3rd 41 169 0 4th 37 184 0 I Total 139 706 0 Prepared by NEWPORT TRAFFIC STUDIES ?22- INTERSECTION TURNING COUNT NORTH-SOUTH STREET: MONTEREY EAST-WEST STREET: DINAH SHORE TIME : 07 : OOAM-08 : OOAM DATE: 03-08-00 NORTH LEG 342 1077 0 Total 87 275 0 1st 84 269 0 2nd 93 271 0 3rd 78 262 0 4th Rt Thru Lt i T- Rt Thru Total 1st 2nd 3rd 4th Lt 407 , 97 112 93 105 Lt 1st 2nd 3rd 4th Total 0 0 0 0 0 Thru 1241 27 36 31 3011 Rt Lt Thru Rt 1st 26 179 0 2nd 23 161 0 3rd 42 173 0 4th 38 1651 0 Total =129 678 OI Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURNING COUNT NORTH-SOUTH STREET: MONTEREY EAST-WEST STREET: DINAH SHORE TIME : 03 : 30PM-04 : 30PM DATE: 03-08-00 NORTH LEG Il F E69j6 Total 1st 99 171 2nd 111 167 3rd 104 189 4th i Rt Thru Lt Rt Thru 77 Total 1st 2nd 3rd 4th Lt IFE 518I 131 116I 141 130 Lt 1st 2nd 3rd 4th Total Thru 254 68 54 69 63 Rt II Lt Thru Rt 1st 79 231 -- - II 2nd 93 251 3rd 106 221 II 4th 97 219 Total 375 ,777922T71 75 922 �I Prepared by NEWPORT TRAFFIC STUDIES �j2�' 2S INTERSECTION TURNING COUNT NORTH-SOUTH STREET: MONTEREY EAST-WEST STREET: DINAH SHORE TIME : 04 : 30PM--05 : 30PM DATE : 03 -08-00 NORTH LEG 410 700 Total 98 173 1st 122 166 2nd 97 193 3rd 93 168 4th Rt Thru Lt Rt -� Thru Total 1st 2nd 3rd 4th Lt 472 U11211913 1104 Lt lst 2nd 3rd 4th Total Thru 284 69 74 Rt Lt Thru Rt 1st 109 247 2nd 121 2261 3rd 93 227 4th 91 206 Total 414 906 Prepared by NEWPORT TRAFFIC STUDIES 02S m o <o m D O ' a 0 C) or aD cncnAaaaww 3 moD mcomm V V V 3 c O O n O � A A W O A W Z x ? 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N (D w W N CD ID -. O U1 m m m tv a) a) cn CT 0 0 A Cl) ? p c c A V C (Wn GD= 08owmm 1 a A -�+ln(n V o-4 W A i a C a v v A �(nAw(OO(OnO V 7 -4 wcOwwweow -i 00)(O V NCO W =r r w N N SO � _ w � CD W _ p p -a wO S 0 07 N O O N N w N cp V N p cn O W ,,,•w w w Cn d (b CD :3 CL C O m CD cn. N_ N Q Q O O _ _ _ _ _ _ O 00 W enNwA W W ww V -1a V (OO-+ A O W tD(n -�a W N w OD V w V w V w V (D V w w(O V V 1 V-+ AwtO V tDN(n W 7 N NNN .Z7 w CNN -+ N -�N(n .� -�O W O -i W w Q1(n W e -( CD _ 0 O _ _ (D (D w N m c0 (n O W N O N N(D N O V cDV (nA Ww _/v City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : M073135-1 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/03/2002 Page No : 4 MONTEREY FIE:f=i��Tigtit Thru L fl Pads f 1 I`► -r 1 Z) 2 North n ► = o ~2 z Vv t 10/3/02 8.00:00 AM X j 10/3/02 8.45.00 AM --r < C v flShi(ted_-- m d � a n N fl I t "--UO Out In Total MONTEREY 1V^ 1 City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : M073135-1 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/03/2002 Page No : 12 MONTEREY EM Riphl Tr Lgfl Pods A - - �0 jac 0 W 1013/02 3:00:00 PM X L°'� 1013,02 3:45:00 PM 0 CID N O S 01 a a 4, T r Le Out In Total MnNTFRFY City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : monterey_parkview_sept02 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 09/09/2002 Page No : 4 MONTEREY In IM fight Tlu T Peds J North w __ {-2. . A ,9 cr IT- j_ /9/02 7:00:00 AM L /9/02 7:45:00 AM r- a m o S1llSl)Iflfld a , 1 165 0 Out In Total MONTEREY City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : monterey_parkview_sept02 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 09/09/2002 Page No : 12 MONTEREY EM 197 78 L 9� Right T�u Lgfl Pods T 4, J North w 0 ~—► 1 2 Q — c /9l02 3:00:0000 PM - a !9/02 IZPM r Unshafted o K + r v d a , � T r y Out In Total MONTEREY City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : MONTER-r3 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 09/12/2002 Page No : 4 MONTEREY AVENUE Z--t22676 Right Tt,ru LyIt PeAs 4 lI x 0 2 North ma /12/02 7:00:00 AM A ¢ 3 �� /12/02 7:45:00 AM Z r O o oL Fa) o �`�1LaJ1 LL O a n m !n P 4, T r r74_...455 . 2233 Out In Total N City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : MONTER-3 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 09/12/2002 Page No : 12 MONTEREY AVENUE I Right TTu T Peds f ill, ► F�J FA n 'K W 0) N J 2 North m ~ -- --- 2 D /12/02 3'.00:00 PM x 112102 3.45:00 PM Z w A u CD m a a fl I r —f � i ht L-74� 3 3 Out In Total City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive Palm Desert, CA 92260 File Name : HIWAY1�1 Site Code : 00000000 Start Date : 10/14/2002 MONTEREY Page No : 4 L z Rig1 ht Thru L It Peds 1 t-► Gj 2 North 3 2 2 _ 10/14/02 8'00:00 AM Fv]C7 10/14/02 8:45:00 AM D V (U a m n H T Fo lr 5 0 Out In Total N City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : HIWAY1-1 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/14/2002 Page No : 12 MONTEREY-T ---O L__L45i41 IOhI Tt a Tt Pads ` North Ici x a ~—, 2 x 3 - 10/14/02 3:00:00 PM a� 10/14/02 3:45:00 PM r < Unshia fted � m a n m +t T r E� � Out In Total MONTFRFY N 30 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: MONTEREY AVE. DATE: 3/28/2001 CITY: PALM DESERT E-W STREET: I-10 WB RAMPS DAY: WEDNESDAY PROJECT# 0341012A ------------------------------ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 3 3 1 1 . 3 0 .3 1 .3 ----------- ------------------------------------------ 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 54 22 127 11 75 1 25 315 15 AM 68 28 144 15 85 2 30 372 30 AM 80 44 162 19 79 0 39 423 45 AM 90 57 223 14 72 0 37 493 8 : 00 AM 86 72 219 11 68 1 38 495 15 AM 82 82 170 8 74 0 31 447 30 AM 91 71 128 10 65 0 27 392 45 AM 33 56 98 6 57 0 16 266 9 : 00 AM 15 AM 30 AM 45 AM L0 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL -7OLUMES = 584 432 0 0 1271 94 0 0 0 575 4 243 3203 AM Peak Hr Begins at 730 AM )EAK IOLUMES = 338 255 0 0 774 52 0 0 0 293 1 145 1858 ADDITIONS : -9 SOUTHLUND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: MONTEREY AVE. DATE: 3/28/2001 CITY: PALM DESERT E-W STREET: I-10 WB RAMPS DAY: WEDNESDAY PROJECT# 0341012P --------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 3 3 1 1 .3 0 . 3 1 .3 ------------------------------------------------------------ 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 163 160 105 7 58 0 30 523 45 PM 188 125 95 10 67 1 38 524 4 : 00 PM 194 157 106 12 61 0 52 582 15 PM 158 135 109 15 55 1 54 527 30 PM 142 142 117 14 66 0 52 533 45 PM 135 124 99 10 74 1 39 482 5 : 00 PM 163 185 105 14 81 0 53 601 15 PM 180 152 106 16 91 1 47 593 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 1323 1180 0 0 842 98 0 0 0 553 4 365 4365 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 620 603 0 0 427 54 0 0 0 312 2 191 2209 ADDITIONS : City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : FREDWA-2 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 09/10/2002 Page No : 4 r COD ENTRANCE I_ [t-1-1 L��7Si-I Right TI ru Loft Pods 1 1 L (�\7 c7 � ? T ?� IIrM1t-J W J Z North XXg9JJll 110102 7:00:00 AM w o.� /10/02 7:45:00 AM r D cc K W Z Utishitted N l� z D � N � a m T �' i P Out In Total City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : FREDWA-2 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 09/10/2002 Page No : 12 COD ENTRANCE EM Right Tlu LQIt Pads TJ ZNorth -n a —► 4-2 0 3 _ /10/02 3:00:00 PM D w o L /10/02 3:45:00 PM r "i O u- LJ � i v m � o_ w 41 T r t Out In Total Cldy/Rain Traffic Engineering Dept. Site Code : OSS02070 TDC-8 73-510 Fred Waring Dr. Start Date: 04/07;99 Counted by: Palm Desert, Ca. 92260 File I.D. FREDWAR4 Page 1 Vehicle group 1 San Pablo Avenue IFred Waring Drive ISan Pablo Avenue IFred Waring Drive Southbound lWestbound INorthbound lEastbound Left Thru Right Other I Left Thru Right Other I Left Thru Right Other I Left Thru Right Other Total Date 04/07/99 ----- ---------- -------------------------------------- ---------------------------------------------------------------- 08:00 15 16 10 0 35 153 50 0 22 34 16 0 8 74 20 0 453 08:15 19 11 3 0 30 153 31 0 18 17 13 0 4 76 20 0 39S 08:30 11 16 2 0 29 152 22 0 22 24 17 0 3 90 21 0 409 08:45 20 22 9 0 I 57 216 74 1 I 29 21 18 0 I 15 75 29_ 0 I 586 Hr Total 65 65 24 0 151 674 177 1 91 96 64 0 30 315 90 0 1843 ---------- ' BREAK ----------------------------------- ----------------------------------------------------------------------------- 11:00 49 25 15 0 33 234 21 0 37 25 32 0 13 191 37 0 712 11:15 19 18 8 0 37 246 18 0 ( 39 26 35 0 12 186 36 0 680 11:30 32 20 10 0 35 245 15 0 36 26 31 0 10 185 33 0 678 11:45 40 36 9 0. 1 47 275 20 0 I 38 24 22 0 I 5 187 33 0 I 736 Hr Total 140 99 42 0 1 152 1000 74 0 150 101 120 0 40 749 139 0 2806 ---------- . BREAK 15:00 43 12 18 0 27 197 25 0 41 32 27 0 10 233 41 0 706 15:15 35 25 9 0 34 200 26 0 44 24 34 0 14 258 35 0 738 11.30 34 12 7 0 45 225 16 0 37 15 35 1 15 228 22 0 692 5 20 22 7 0 1 36 226_ 34 0 1 42 23 31 0 1 9 257 4' 0 1 748 Hr Total 132 71 41 0 142 848 101 0 164 94 127 1 48 976 139 0 2884 •TOTAL• 337 235 107 0 445 2522 352 1 40S 291 311 1 118 2040 368 0 7533 t �]J SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: SAN PABLO AVE. DATE: 3/27/2001 CITY: PALM E-W STREET: SR-111 DAY: TUESDAY DESERT PROJECT# 0341019A ------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 2 0 1 2 1 2 3 1 2 3 0 --------------------------------------------------------------- ------------------------------------- 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 4 10 2 22 14 7 2 145 9 7 119 10 351 15 AM 5 11 2 20 18 7 3 146 7 3 153 12 387 30 AM 1 13 4 21 17 10 5 165 5 4 161 17 423 45 AM 5 14 7 27 29 26 11 179 16 10 212 29 565 8 : 00 AM 9 17 5 33 36 33 18 168 21 17 187 52 596 15 AM 8 16 9 31 28 25 16 158 19 11 193 36 550 30 AM 9 15 12 30 27 24 18 156 14 9 201 21 536 45 AM 7 12 11 25 23 19 12 142 9 5 176 17 458 9 : 00 AM 15 AM 30 AM 45 AM 10 : 00 AM 15 AM 30 AM 45 AM ' TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 48 108 52 209 192 151 85 1259 100 66 1402 194 3866 AM Peak Hr Begins at 745 AM PEAK VOLUMES = 31 62 33 121 120 108 63 661 70 47 793 138 2247 ADDITIONS : SIGNALIZED �O A SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: SAN PABLO AVE. DATE: 3/27/2001 CITY: PALM E-W STREET: SR-111 DAY: TUESDAY DESERT PROJECT# 0341019P ------------------------------------------------ NORTHBOUND SOUI'HBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 2 0 1 2 1 2 3 1 2 3 0 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 21 26 19 36 29 30 31 318 10 16 219 27 782 45 PM 15 25 27 36 44 27 33 326 12 15 233 35 828 4 : 00 PM 20 26 21 35 36 29 32 321 14 18 247 30 829 15 PM 22 27 23 39 27 34 36 328 11 17 257 29 850 30 PM 19 24 20 32 31 31 39 296 16 20 238 31 797 45 PM 17 23 18 41 26 29 46 283 18 18 222 2 743 5 : 00 PM 20 25 24 31 24 26 35 281 17 17 226 30 756 15 PM 26 27 27 35 29 30 37 277 19 19 216 29 771 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL "OLUMES = 160 203 179 285 246 236 289 2430 117 140 1858 213 6356 PM Peak Hr Begins at 345 PM EAK _OLUMES = 76 102 91 142 138 121 140 1271 53 70 975 125 3304 DDITIONS : SIGNALIZED 4-3 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: SAN LUIS REY DATE: 3/27/2001 CITY: PALM DESERT E-W STREET: SR-111 DAY: TUESDAY PROJECT# 0341018A ------------------------------------------- NORTHBOUND SORTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 0 1 0 0 1 0 1 2 0 1 2 0 ------------------------------------------------------------- 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 6 5 7 4 2 9 4 126 9 5 126 2 305 15 AM 3 7 8 3 0 8 5 136 11 7 155 1 344 30 AM 8 6 9 5 3 11 9 102 10 14 185 5 367 45 AM 18 3 15 6 6 13 12 180 10 30 256 9 558 8 : 00 AM 21 14 23 15 9 10 12 171 16 24 225 10 550 15 AM 18 11 24 18 12 6 15 158 18 21 196 11 508 30 AM 17 9 19 17 11 7 12 154 16 17 203 8 490 45 AM 15 8 12 9 9 5 11 146 14 16 181 9 435 9 : 00 AM 15 AM 30 AM 45 AM 10 : 00 AM 15 AM 30 AM 45 AM ---------------------------------------------------------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 106 63 117 77 52 69 80 1173 104 134 1527 55 3557 AM Peak Hr Begins at 745 AM PEAK VOLUMES = 74 37 81 56 38 36 51 663 60 92 880 38 2106 ADDITIONS :SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: SAN LUIS REY DATE: 3/27/2001 CITY: PALM E-W STREET: SR-111 DAY: TUESDAY DESERT PROJECT# 0341018P ---------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 0 1 0 0 1 0 1 2 0 1 2 0 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 28 11 23 9 10 17 18 301 31 32 211 9 700 45 PM 31 14 31 7 10 22 18 312 30 31 230 11 747 4 : 00 PM 35 9 22 6 6 24 21 336 29 36 227 12 763 15 PM 29 11 37 10 14 21 20 314 32 30 236 9 763 30 PM 25 12 46 8 11 21 18 306 36 32 245 11 771 45 PM 43 10 39 9 12 15 23 316 30 33 231 14 775 5 : 00 PM 54 12 47 12 8 14 27 301 31 36 227 8 777 15 PM 36 10 38 11 11 16 19 304 26 32 230 9 742 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 281 89 283 72 82 150 164 2490 245 262 1837 83 6038 PM Peak Hr Begins at 415 PM PEAK VOLUMES = 151 45 169 39 45 71 88 1237 129 131 939 42 3086 ADDITIONS :SIGNALIZED �53 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PORTOLA DATE: 3/27/2001 CITY: PALM E-W STREET: GERALD FORD DAY: TUESDAY DESERT PROJECT# 0341016A ------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 1 1 2 0 1 2 --------------------------------------------------------------- 6 : 00 AM ----------------------- 15 AM 30 AM 45 AM 7 : 00 AM 40 1 0 51 57 1 56 206 15 AM 59 0 0 46 63 0 90 258 30 AM 77 1 0 60 71 1 73 283 45 AM 79 0 0 76 68 3 90 316 8 : 00 AM 69 1 1 53 55 1 63 243 15 AM 58 0 0 73 53 0 62 246 30 AM 61 0 0 51 61 0 62 235 45 AM 52 0 0 53 51 0 56 212 9 : 00 AM 15 AM 30 AM 45 AM 10 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 495 0 3 0 0 0 1 463 479 6 552 0 1999 AM Peak Hr Begins at 715 AM PEAK VOLUMES = 284 0 2 0 0 0 1 235 257 5 316 0 1100 ADDITIONS : 3-WAY STOP N/E/W SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PORTOLA DATE: 3/27/2001 CITY: PALM -W STREET: GERALD FORD DAY: TUESDAY DESERT PROJECT# 0341016P ----------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 1 1 2 0 1 2 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 94 1 0 85 54 3 70 307 45 PM 92 0 0 87 57 6 72 314 4 : 00 PM 92 0 0 79 45 2 66 284 15 PM 90 0 0 82 47 0 68 287 30 PM 86 0 0 85 46 2 55 274 45 PM 81 1 0 64 44 1 52 243 5 : 00 PM 98 0 0 76 47 0 59 280 15 PM 107 2 0 76 50 0 63 298 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 740 0 4 0 0 0 0 634 390 14 505 0 2287 PM Peak Hr Begins at 330 PM EAK .OLUMES = 368 0 1 0 0 0 0 333 203 11 276 0 1192 DDITIONS : 3-WAY STOP N/E/W SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PORTOLA DATE: 3/27/2001 CITY: PALM DESERT E-W STREET: FRANK SINATRA DAY: TUESDAY PROJECT# 0341015A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 2 0 1 2 0 1 2 0 1 2 0 ------------------------------------------------------ 6 :00 AM 15 AM 30 AM 45 AM 7 : 00 AM 14 32 7 2 51 1 1 41 15 5 52 2 223 15 AM 17 51 10 9 73 2 2 53 19 14 79 3 332 30 AM 21 70 13 7 79 4 0 67 30 17 57 5 370 45 AM 20 67 9 9 89 3 3 71 32 13 79 2 397 8 : 00 AM 14 51 11 3 105 5 4 59 39 12 87 4 394 15 AM 19 52 8 5 90 2 2 51 27 9 70 2 337 30 AM 11 59 6 4 78 1 1 62 28 11 67 3 331 45 AM 12 50 6 3 67 1 1 48 17 12 58 1 276 9 : 00 AM 15 AM 30 AM 45 AM 10 :00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 128 432 70 42 632 19 14 452 207 93 549 22 2660 AM Peak Hr Begins at 730 AM PEAK VOLUMES = 74 240 41 24 363 14 9 248 128 51 293 13 1498 ADDITIONS:4-way stop 3� SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PORTOLA DATE: 3/27/2001 CITY: PALM DESERT E-W STREET: FRANK SINATRA DAY: TUESDAY PROJECT# 0341015P ------------------------------------------------------ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 1 2 0 1 2 0 1 2 0 1 2 0 2 : 0 0 PM 15 PM 30 PM 45 PM 3 :00 PM 15 PM 30 PM 16 77 3 3 32 3 3 130 28 10 59 9 373 45 PM 29 87 15 8 33 1 1 74 21 9 63 10 351 4 : 00 PM 31 94 17 9 53 2 5 81 26 16 71 13 418 15 PM 47 91 22 6 62 4 2 89 31 14 87 8 463 30 PM 39 115 27 4 71 3 3 115 28 13 75 10 503 45 PM 31 89 19 5 59 5 1 97 32 16 67 7 428 5 : 00 PM 39 74 10 8 43 5 5 108 21 9 52 8 382 15 PM 24 79 11 5 42 1 3 79 18 10 44 7 323 30 PM 45 PM 6 :00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 256 706 124 48 395 24 23 773 205 97 518 72 3241 PM Peak Hr Begins at 400 PM PEAK VOLUMES = 148 389 85 24 245 14 11 382 117 59 300 38 1812 ADDITIONS:4-way stop INTERSECTION TURNING COUNT NORTH-SOUTH STREET: PORTOLA EAST-WEST STREET: COUNTRY CLUB TIME: 07 : OOAM-08 : OOAM DATE: 03-30-00 NORTH LEG I 25 319 41 Total 4 55 11 1st 8 79 10 2nd 7 98 10 3rd �I 6 87 10 4th Rt Thru Lt II Rt 11 3 4 5 23 Thru 105 79 111 88 383 Total 1st 2nd 3rd 4th Lt 36 31 40 39 146� II 29 6 7 8 8 Lt 1st 2nd 3rd 4th Total 313 61 77 89 86 Thru 195 21 54 61 59 Rt Lt Thru Rt II 1st 8 104 � 20 2nd 17 63 27 3rd 45 82 16 4th 39 93 21 II Total =1091 342 84 II Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURNING COUNT NORTH-SOUTH STREET: PORTOLA EAST-WEST STREET: COUNTRY CLUB TIME: 08 : OOAM-09 :OOAM DATE: 03-30-00 NORTH LEG 20 279 45 Total 3 56 13 1st 5 72 10 2nd 8 69 16 3rd 4 82 6 I 4th Rt Thru Lt Rt 4 14 4 4 26 Thru 123 175 155 162 615 Total 1st 2nd 3rd 4th Lt 47 48 45 f55 195 23 4 5 6 8 Lt 1st 2nd 3rd 4th Total 430 121 120 98 91 Thru IL225 46 61 55 63 Rt Lt Thru Rt 1st 40 611 36 2nd 46 67I 18 3rd 39 421 30 4th 43 40I 11 Total =168 210 95 Prepared by NEWPORT TRAFFIC STUDIES UCA7 INTERSECTION TURNING COUNT NORTH-SOUTH STREET: PORTOLA EAST-WEST STREET: COUNTRY CLUB TIME: 11 :30AM-12 :30PM DATE: 03-30-00 NORTH LEG 20 243 47 Total 4 49 12 1st 5 58 11 2nd 3 61 15 3rd 8 75T 9 4th Rt Thru Lt Rt 9 6 41 3 22 Thru 140 137 151I 163 591 �I Total 1st 2nd 3rd 4th Lt 49 37 51 47 184 !I 15 �F 2 4 6 31 Lt 1st 2nd 3rd 4th Total 432 99 105 116 112 Thru 221 53 49 57 62 Rt Lt Thru Rt 1st 42 59 21 2nd 39 53 19 3rd 37I 49 16 4th 43 62 27 Total =161 . 223 83 Prepared by NEWPORT TRAFFIC STUDIES �v�0 INTERSECTION TURNING COUNT NORTH-SOUTH STREET: PORTOLA EAST-WEST STREET: COUNTRY CLUB TIME: 03 : 30PM-04 : 30PM DATE: 03-30-00 NORTH LEG 18 245 60 Total Zi 4 71 16 1st 4 56 13 2nd 6 49 15 3rd 4 69 16 1 4th Rt Thru Lt Rt 4 10 4 5 23 Thru 149 135 162 157 603 Total 1st 2nd 3rd 4th Lt 44 45 43 49 181 221 4 4 8 6i Lt 1st 2nd 3rd 4th Total 1005 302 253 201 249 Thru 249 85 65 40 59 Rt I Lt Thru Rt 1st 58 1051 61 2nd 52 97 49 3rd 33 66 40 4th 47 89 56 Total 190 357 206 Prepared by NEWPORT TRAFFIC STUDIES 3(� INTERSECTION TURNING COUNT NORTH-SOUTH STREET: PORTOLA �I I EAST-WEST STREET: COUNTRY CLUB I TIME: 04 :30PM-05 :30PM DATE: 03-30-00 NORTH LEG 34 213 74 Total 10 45 25 1st II 8 33 22 2nd 10 72 13 3rd 6 63 14 4th Rt Thru Lt Rt 6 10 28 18 62 Thru 145 112 131 1491 537 � Total 1st 2nd 3rd 4th Lt 48 43 1 56 62 209 4 2 0 2 _ 0 � Lt 1st 2nd 3rd 4th Total 742 207 136 224 175 ThruLL II 222 78 45 47 52 Rt II Lt Thru Rt II 1st 47 68 40 2nd 24 79 42 �I i 3rd 1 18 55 38 4th 30 72 47 II Total 119 274 167 Prepared by NEWPORT TRAFFIC STUDIES �1�2 Wm a <om o o n n r n T > vicnaaaAww 3 moD mmmmv��V 3 = c O O 0 O = K - �gaw�paW Z X aw �pa �„» p 7 C C CD _ � cn o(nom0 Z = cn o cn ocnocno ? O a N O (7 A0 o 0co0 w N Cl) We oc ° ° o m = 3 o = o� m = N CD F (D m D c cn v)(na AAaw 0 wwm o--V N CD 3 O P O P W +O A W w.. w �' ON000 cnO C 000to O Ln O cn � 2 = -0 W W 9 0 o C C W 0 J O o o N C) (n CD o (S ooa v�(Wa n�m 1a m wm Arno ccoo(AA�m 1n O D = n C) r 0 0 c c (W7) V(A C.0)co0 1 N AAmWtDwm .� o � a V N(n to (D O V(71 J O O N W N W A J Z (D d Ln W j � 0 (n Cl V ODN ODD 0(AD� A VOi FOOD W+m v0 A v O ? (p d (D � N � N P A to(D W<o N O W W A O N P O W CA Ln N(C Co A W W A +-. V w W W VN N (n O p r g rn c P + + r C) Ln o aWN(nrncnwrn 1a 0 w S a < < O C_ a D)V W A O A V v C.Q1 V((nn C.tD (n 1 cn (D CO (n W N W f7f(D tD + J (D N(D N O)V C.to(n J = d w DoomoarnAA o AmG1 C.)0)V NA - O r C. (D W O W O t a,tD C. 0 O V V(D + + N N v ul mtom Vo+(n� N W(n W W (n m m v d d y y o a o c p c O W C c N ON0 mm A A 1 n. W m(3)0 co co V W --I a � C) a (on (fin A�vm��N O tDm NNWM V O (NJl +tP O+O)tD V+ J N ((nn O N V(n M00(n0 A U1 tO CnC.�tD�AN A � Ln CD m CT O W N N+N w N W W + O C f � d CD m T O y N � a O. o = W O 0) A P A A A A ("" C (p A A A W A W W r O W C1 N N co ID (n A N(P N -i a W V to(D-.C) --4 a � A � O) ++ ++++ ++ O f ... +++ O A W+ P(n O W A 1 O(JI V N OJ W O+N Vt V N(n(D J N N U1 N W 41+O(n J N N W OC m O 0 N A O A 1 p) A A A A N A W 1 tD (D -40 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PORTOLA DATE: 3/27/2001 CITY: PALM DESERT E-W STREET: HOVLEY DAY: TUESDAY PROJECT# 0341017A ------------------------------------------------ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 0 1 2 2 1 ------------------------------------------------------- 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 98 12 18 142 25 21 316 15 AM 119 20 33 161 36 25 394 30 AM 165 37 68 216 54 39 579 45 AM 172 38 71 210 64 57 612 8 : 00 AM 198 46 98 201 73 88 704 15 AM 242 60 128 208 118 102 858 30 AM 120 52 93 180 98 70 613 45 AM 142 55 91 183 104 97 672 9 : 00 AM 15 AM 30 AM 45 AM 10 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 1256 320 600 1501 0 0 0 0 572 0 499 4748 AM Peak Hr Begins at 800 AM PEAK VOLUMES = 0 702 213 410 772 0 0 0 0 393 0 357 2847 ADDITIONS : SIGNALIZED V SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: PORTOLA DATE: 3/27/2001 CITY: PALM DESERT E-W STREET: HOVLEY DAY: TUESDAY PROJECT# 0341017P ------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 0 1 2 2 1 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 217 40 43 201 84 66 651 45 PM 272 45 49 228 106 73 773 4 : 00 PM 225 49 78 171 80 87 690 15 PM 197 70 65 185 75 81 673 30 PM 205 60 65 175 104 81 690 45 PM 213 47 52 201 116 90 719 5 : 00 PM 221 46 53 199 104 86 709 15 PM 204 41 47 190 95 74 651 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL z'OLUMES = 0 1754 398 452 1550 0 0 0 0 764 0 638 5556 .lM Peak Hr Begins at 345 PM EAK OLUMES = 0 899 224 257 759 0 0 0 0 365 0 322 2826 -DDITIONS :SIGNALIEED Vl 4eather Traffic Engineering Dept. 41 Site Code : 1630125 :ounter 73-510 Fred Waring Dr. Start Date: 10/20/9 =ounted by: Palm Desert, Ca. 92260 File S.D. PORTOLAI Page 1 Vehicle group 1 ----- ---------------------------------------------------------------------------------------------------------------------- PORTOLA AVE IMAGNESIA FALLS 1PORTOLA AVE MAGNESIA FALLS � Southbound 1westbound INorthbound jEastbound I I I I Left Thru Right Other I Left Thru Right Other I Left Thru Right Other I Left Thru Right Other I Total Date 10/20/99 --------------------------------------- ----------------------------------------------------------------------------- 38:00 25 165 3 0 23 1 42 0 5 138 22 0 5 3 8 0 44. 38:15 6 159 0 0 4 0 34 0 1 116 3 0 1 0 3 0 327 39:30 13 151 1 0 6 0 22 0 5 140 4 0 1 1 4 0 34 38:45 11 216 1 0 1 1 2 23 0 2 :25 1 0 1 1 0 7 1 1 39 lr Total 55 691 5 0 34 3 121 0 13 519 30 0 1 8 4 22 1 1506 ---------- • BREAK • -------------------------------------------------------------------------------------------------------------- :1:00 17 156 3 0 2 2 25 0 5 125 3 0 1 1 2 0 34) '.1:15 12 161 0 0 1 3 15 0 5 128 2 0 0 0 2 0 32 :1:30 11 182 2 0 2 1 11 0 1 111 1 0 1 0 5 0 32- _1:45 13 199 1 0 1 4 0 20 1 1 2 156 2 0 1 2 2 3 0 394 1r Total 53 687 6 0 9 6 71 : 13 520 8 0 1 4 3 12 0 139 ---------- ' BREAK - ---------------------------------------------------------------------------------------------------------------- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :5:15 25 174 2 0 5 1 55 0 8 183 7 0 0 0 7 0 j 467 25 197 5 0 8 3 46 0 2 174 7 0 3 0 7 0 j 477 :5:45 21 132 3 0 1 12 2 41 0 1 3 159 5 0 1 3 0 7 0 38 r Total 71 503 10 0 25 6 142 0 13 516 19 0 6 0 21 0 133 -6:00 i7 176 2 0 1 4 1 26 0 1 6 173 9 1 1 3 6 0 42 Total 17 176 2 0 4 1 26 0 6 :73 9 1 1 3 6 0 i 42 ----------------------------------------------------------------------------------------------------------------------------------- TOTAL- 196 2057 23 0 72 16 360 1 45 :728 66 1 1.9 10 61 1 465 fl'" CO 38 Cldy and cool Traffic Engineering Dept. Site Code 08501630 TDC-8 73-510 Fred Waring Dr. Start Date: 04/29/99 Counted by: Palm Desert, Ca. 92260 File I.D. FREDWAR9 Page 1 Vehicle group 1 ------------------------------------------------------------ ________ Portola Ave IFred Waring Dr IPortola Ave IFred Waring Dr Southbound 1Westbound INorthbound jEastbound Left Th.0 Right Other I Left Thru Right Other I Left Thru Right Other I Left Thru Right Other I Total Date 04/29/99 '-'-----------------------------------'------------- 08:00 21 139 78 0 53 229 14 0 22 80 14 0 27 79 17 0 773 08:15 13 104 61 0 52 195 13 0 20 79 32 0 29 87 18 0 703 08:30 14 95 64 0 25 166 10 0 13 85 14 0 24 83 8 0 601 08:45 13 116 87 1 I 43 232 11 0 I 21 54 23 0 1 21 92 14 0 I 728 Hr Total 61 454 290 1 173 322 48 0 76 298 83 0 101 341 57 0 2805 ---------- BREAK - 1i:00 18 84 55 0 32 159 15 0 13 94 17 0 47 131 21 0 686 11:15 10 106 63 0 26 172 11 0 13 64 23 0 27 142 16 0 673 11:30 13 82 55 0 36 156 12 0 18 69 21 0 44 150 21 0 677 11:45 20 113 52 O I 35 187 18 0 I 13 --- Hr Total 61 385 225 0 129 674 56 0 57 327 84 0 171 594 77 0 2840 ---------- BREAK - ---------------------------- ------------------------------------------------------------------ 15:00 12 96 58 0 46 206 20 0 ( 30 106 34 3 59 216 30 0 916 15:15 13 98 78 0 48 184 14 0 26 127 28 0 75 207 29 0 927 '�:30 21 105 93 0 31 177 11 0 15 107 29 0 61 202 22 0 874 .5 20 109 64 0 I 36 214 23 0 I 27 105 39 0 I 45 247 32 0 961 Hr Total 66 408 293 0 161 781 68 0 98 445 130 3 240 872 i13 0 3679 -------------------------- •TOTAL- 188 1247 808 1 1 463 2277 172 0 1 231 1070 297 3 512 1807 247 0 9323 ��1 City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : hiway111_portola_oct02 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/16/2002 Page No : 4 PORTOLA f ,aoe fight TTu LVt Peds ` North F � 2 x = 10/16/02 8:00:00 AM D _ _ 10/16/02 8:45:00 AM m { �� a v d H T r 10 7 3 Out In Total N City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : hiway111_portola_oct02 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/16/2002 Page No : 12 PORTOLA r l__1541J iphl Tlu Tt Pads 2 North _ P—► �.-2 > Q 10'16l02 3:00:00 PM < 111 6102 3:45:00 PM m wCL a +1 T F► Left Thru Riaht Pads ®9F 10321 Out In Total k Iq SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EL PASEO/ DATE: 3/27/2001 CITY: PALM DESERT CABRILLO E-W STREET: SR-111 DAY: TUESDAY PROJECT## 0341007A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 2 1 1 1 1 2 0 1 2 0 ------------------------------------------------------------- 6 : 00 AM -------------------- 15 AM 30 AM 45 AM 7 : 00 AM 0 0 35 1 5 4 3 109 5 23 191 3 379 15 AM 0 1 43 3 9 4 3 121 7 32 212 6 441 30 AM 1 1 50 3 10 7 5 138 7 42 246 5 515 45 AM 0 2 48 4 13 6 9 165 7 41 274 4 573 8 : 00 AM 1 1 42 3 16 9 7 153 6 35 251 5 529 15 AM 3 3 42 5 16 7 7 144 9 32 223 6 497 30 AM 2 3 38 3 15 6 6 140 7 28 233 5 486 45 AM 2 2 34 4 15 6 6 141 6 26 219 6 467 9 : 00 AM 15 AM 30 AM 45 AM 10 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 9 13 332 26 99 49 46 1111 54 259 1849 40 3887 AM Peak Hr Begins at 730 AM PEAK VOLUMES = 5 7 182 15 55 29 28 600 29 150 994 20 2114 ADDITIONS :SIGNALIZED � 10 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EL PASEO/ DATE: 3/27/2001 CITY: PALM DESERT CABRILLO E-W STREET: SR-111 DAY: TUESDAY PROJECT# 0341007P NORTHBOUND SORTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 2 1 1 1 1 2 0 1 2 0 ------------------------------ ____________________________________________ 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 8 10 36 7 20 7 10 301 16 21 230 5 671 45 PM 8 11 43 8 26 7 12 336 16 25 237 8 737 4 : 00 PM 12 11 66 8 19 8 11 342 17 32 254 9 789 15 PM 8 13 65 7 22 7 8 341 16 27 238 9 761 30 PM 11 13 56 8 24 9 8 312 13 29 256 7 746 45 PM 11 10 66 7 18 6 6 321 17 32 234 7 735 5 : 00 PM 9 14 67 9 20 6 7 352 14 38 261 6 803 15 PM 8 13 60 8 16 4 7 308 12 38 279 5 758 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL --OLUMES = 75 95 459 62 165 54 69 2613 121 242 1989 56 6000 rM Peak Hr Begins at 415 PM EAK .OLUMES = 39 50 254 31 84 28 29 1326 60 126 989 29 3045 DDITIONS :SIGNALIZED �,11 City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : FREDWA-3 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 09/17/2002 Page No : 4 DEEP CANYON E L4@ L 2 1 �Z- ight Tlu Let' Pods J T ; (7 North z —2' o a ~ 3 /17IO2 7:00 00 AM > 0 �_ /17/02 7:45:00 AM �0 A w Z -A L7 a 1 M LL w 'O N a a H +i T �► Left Thru t Out In Total City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : FREDWA-3 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 09/17/2002 Page No : 8 DEEP CANYON Out In L� Right Tlu T Peds If � 0 �? T _ J Z 2 North M ~� 2 0 3 _ /17IO2 2:30:00 PM W L /17/02 3:15:00 PM (� A LLUnshifted .� Icy^Ic.Z a , 41 T F+ Left Thru Riaht Pads Out In Total City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : highway111_deepcanyon_oct02 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/17/2002 Page No : 4 DEEP CANYON rQ� I To1a1 Right Tju Lr Peds 1 ► �d\ North LT C ~ 2 3 10/17IO2 8:00:00 AM D 10/17/02 8:45:00 AM �—ro _ Uuhifled a n �+ N 41 T F+ 204 Out In Total DEEP CANYON City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : highway111_deepcanyon_oct02 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/17/2002 Page No : 12 DEEP CANYON I t41�T�-� Rifht TTu Lift Peds J-a v_r T 2 North a 2 > 2 10/17/02 3:0200 PM 10/17102 3*45.00 PM 54 n{ a n N 41 T r' f © 90 Out In Total zt INPUT DATA Project: _______________________> Palm Desert General Plan Update <__= Job#: 00055 Scenario: _______________________> Count <__= Analyst: MW Existing Conditions Model Run ID: __> N/A <__= Date: July 31,2003 Future Conditions Model Run ID: __> N/A LOCATION: Hospitality(NS)/SR-111 (EW) AM PEAK HOUR PM PEAK HOUR EXISTING TURNING MOVEMENT VOLUMES: EXISTING TURNING MOVEMENT VOLUMES: I 2000 0 0 0 2000 0 0 0 0 ^ A 0 0 ^ ^ 0 0 > < 0 0 > < 0 0v v 0 0v v OI < ^ > < ^ > 0 0 0 0 0 0 EXISTING MODEL YEAR: EXISTING MODEL YEAR: N/A 0 0 N/A 0 0 v ^ v ^ 0 < IN = 0 < 0 0 < IN = 0 < 0 0 > OUT= 0 > 0 0 > OUT= 0 > 0 v ^ v ^ 0 0 0 0 FUTURE MODEL YEAR: FUTURE MODEL YEAR: N/A 0 0 N/A 0 0 v ^ v ^ 0 < IN = 0 < 0 0 < IN = 0 < 0 0 > OUT= 0 > 0 0 > OUT= 0 > 0 v ^ v ^ 0 0 0 0 EXISTING (COUNTED)ADTs BY LEG: EXISTING (COUNTED)ADTs BY LEG: 2000 1,512 2000 1,512 N N 30,380 W LEG E 30,458 30,380 W + E 30,458 S S 5,928 5,928 REFINED 2020 ADTs BY LEG: REFINED 2020 ADTs BY LEG: N/A 1,512 N/A 1,512 N N 30,380 W LEG E 30,458 30,380 W + E 30,458 S S 5,928 5,928 U:\Uclobs\00055�count�[21.xls]lnput(1) �l Growth Calculations Project: Palm Desert General Plan Update Job#: 00055 Scenario: Count Analyst: MW Date: July 31,2003 LOCATION: Hospitality(NS)/SR-111 (EW) EXISTING COUNTED INBOUND AND OUTBOUND VOLUME CALCULATION AM PM EXISTING COUNT YEAR: EXISTING COUNT YEAR: 2000 0 0 2000 0 0 v ^ v ^ 0 < IN = 0 < 0 0 < IN = 0 < 0 0 > OUT= 0 > 0 0 > OUT= 0 > 0 v ^ v ^ 0 0 0 0 GROWTH CALCULATION DECISION RULE MIN=Minimum Count Growth Approach MIN=Minimum Count Growth Approach ADD=Additive(Growth Increment)Approach ADD ADD ADD=Additive(Growth Increment)Approach ADD ADD MUL=Multiplicative(Ratio)Approach v MUL=Multiplicative(Ratio)Approach v ^ ADD < < ADD ADD < < ADD ADD > > ADD ADD > > ADD v A v ^ ADD ADD ADD ADD MINIMUM GROWTH%s N/A TO N/A 0% 0% 0% 0% v ^ v ^ 0% < < 0% 0% < < 0% 0% > > 0% 0% > > o ��o v ^ v ^ 0% 0% 0% 0% REFINED GROWTH: N/A TO N/A ADJUSTED GROWTH: N/A TO N/A 0 0 0 0 v A v ^ 0 < < 0 0 < < 0 0 > > 0 0 > > 0 v ^ v ^ 0 0 0 0 PRORATED GROWTH: 2000 TO N/A PRORATED GROWTH: 2000 TO N/A #####YEARS # ######## #####YEARS v A v ^ v ^ v ^ #######aY## ########## NEW PROJECTED VOLUMES: N/A NEW PROJECTED VOLUMES: N/A 53 48 68 73 v ^ v ^ 1010 < IN = 2217 < 1156 1112 < IN = 3002 < 1222 800 > OUT= 2217 > 817 1445 > OUT= 3002 > 1503 v ^ v ^ 342 208 314 267 NOTE:Outbound future volume may be factored(increased)to match inbound if inbound is greater than outbound. U:\Ucjobs�00055\county f21.x1s/Growth Summery(2) Project: Palm Desert General Plan Update Job#: 00055 Scenario: Count Analyst: MW Date: July 31, 2003 LOCATION: Hospitality(NS)/SR-1 11 (EW) FORECAST YEAR: N/A INDIVIDUAL TURN VOLUME GROWTH REVIEW AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA TURNING EXISTING FUTURE DIFF- % EXISTING FUTURE I DIFF- I % APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUMEJERENCEI CHANGE NORTH Left 0 80 80 #DIV/0! 0 86 86 #DIV/0! BOUND Through 0 16 16 #DIV/0! 0 23 23 #DIV/0! Right 0 112 112 #DIV/0! 0 159 159 #DIV/0! NB Total 0 208 208 #DIV/0! 0 268 268 #DIV/01 SOUTH Left 0 17 17 #DIV/0! 0 29 29 #DIV/0! BOUND Through 0 24 24 #DIV/0! 0 24 24 #DIV/0! Ri ht 0 12 12 #DIV/0! 0 16 16 #DIV/0! SB Total 0 53 53 #DIV/0! 0 69 69 #DIV/0! EAST Left 0 11 11 #DIV/0! 0 21 21 #DIV/0! BOUND Through 0 688 688 #DIV/0! 0 1,315 1,315 #DIV/0! Ri ht 0 111 111 #DIV/0! 0 120 120 #DIV/0! EB Total 0 810 810 #DIV/0! 0 1,456 1,456 #DIV/0! WEST Left 0 207 207 #DIV/0! 0 171 171 #DIV/0! BOUND Through 0 918 918 #DIV/0! 0 1,011 1,011 #DIV/0! Right 0 21 21 #DIV/0! 0 30 30 #DIV/0! WB Total 0 1 1,146 1 1,146 #DIV/0! 0 1 1,212 1 1,212 #DIV/0! TOTAL ENTERING VOLUME 0 2,217 2217 #DIV/0! 0 3,005 3005 #DIV/0! FORECAST PEAK HOUR TO ADT COMPARISON _7FVOLUMES PERCENT OF ADT AM PM AM PM IF ADT North Leg Inbound 53 69 North Leg Outbound 48 74 North Leg TOTAL 101 143 7% 9% 1,512 South Leg Inbound 208 268 South Leg Outbound 342 315 South Leg TOTAL 550 583 9% 10% 5,928 East Leg Inbound 1,146 1,212 East Leg Outbound 817 1,503 East Leg TOTAL 1,963 2,715 6% 9% 30,458 , West Leg Inbound 810 1,456 West Leg Outbound 1,010 1,113 West Leg TOTAL 1,820 2,569 6% 8% 30,380 OVERALL TOTAL 4.434 6,010 6% 9%7 F 68,278 U:\Uclobs�00055�count\[21.xls]Outpitt (3) I�1� N� 1 i (,,. �- ,,►,� fee +..�� � . I I l_ � 1 NO I c� I O , b CITY OF PALM DESERT INTERSECTION TRAFFIC VOLUME LOCATION: HIGHWAY 111 AND HOSPITALITY LANE DATE: AUGUST-08-2000 TIME 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 TOTAL NORTHBOUND 13 17 12 6 9 52 91 163 172 174 216 171 310 273 206 132 127 144 178 140 126 112 70 50 2964 1 7 8 0 0 3 14 20 41 45 70 31 57 87 57 48 29 25 44 34 36 37 17 13 7 3 0 1 1 7 23 38 49 43 52 31 65 49 35 25 24 52 63 27 40 27 23 3 2 4 2 6 20 16 57 36 42 39 60 91 11 78 62 29 35 27 29 48 17 23 15 19 2 '5- 0 3 2 22 38 48 46 44 55 49 97 59 52 30 39 40 42 31 33 25 15 7 SOUTHBOUND 0 4 3 1 3 13 13 29 66 40 35 51 66 68 42 107 45 26 31 30 32 18 17 16 756 0 0 2 0 2 7 2 4 11 13 9 10 15 15 10 31 11 14 12 6 3 3 8 0 2 U U (1 0 4 6 19 8 11 11 5 16 17 29 7 5 3 9 13 8 2 10 �• U 2 U U U 1 5 11 22 15 5 15 5 25 24 8 31 17 4 2 5 7 4 3 0 0 0 1 1 1 5 2 8 14 4 10 15 21 13 7 16 10 3 14 10 9 3 4 1 N/S TOTAL 13 21 15 7 12 65 104 192 238 214 251 222 376 341 248 239 172 170 209 170 158 130 87 66 3720 EASTBOUND 97 56 27 35 49 192 394 609 766 797 868 963 1084 1185 1230 1215 1106 1131 849 698 648 635 372 184 15190 30 11 5 5 11 21 74 130 188 156 210 223 249 285 321 314 298 364 226 202 162 194 114 54 24 16 6 10 6 47 82 147 166 189 239 233 272 295 301 283 267 280 239 166 154 168 97 50 22 14 10 8 14 53 109 174 214 217 206 258 272 288 291 322 269 258 202 171 151 147 85 36 21 15 6 12 18 71 129 158 198 235 213 249 291 317 317 296 272 229 182 159 181 126 76 44 WESTBOUND 64 30 29 32 130 454 638 919 1027 1014 1065 1170 1190 1035 1018 1021 972 1014 755 587 407 332 194 132 15229 20 12 5 12 5 85 138 171 270 229 275 275 317 273 248 278 251 239 204 141 123 103 57 36 21 8 9 8 23 74 132 229 231 254 249 279 298 258 263 267 243 306 186 173 97 92 53 33 13 4 10 3 36 126 170 214 249 252 268 290 303 246 228 247 248 261 182 140 109 78 43 30 10 6 5 9 66 169 198 305 277 279 273 326 272 258 279 229 230 208 183 133 78 59 41 33 E/W TOTAL 161 86 56 67 179 646 1032 1528 1793 1811 1933 2133 2274 2220 2248 2236 2078 2145 1604 1285 1055 967 566 316 30419 TOTAL 174 107 71 74 191 711 1136 1720 2031 2025 2184 2355 2650 2561 2496 2475 2250 2315 1813 1455 1213 1097 653 382 34139 8 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: COOK DATE: 4/5/2001 CITY: PALM E-W STREET: I-10 WB DAY: THURSDAY DESERT RAMPS PROJECT# 0424005A ----------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 1 3 0 0 . 5 0 . 5 1 ----------------------------------------- 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 31 65 34 43 35 0 7 215 15 AM 17 74 54 50 41 0 3 239 30 AM 14 72 55 91 47 0 2 281 45 AM 22 96 83 123 33 0 0 357 8 : 00 AM 15 90 58 103 24 0 2 292 15 AM 16 84 51 72 28 0 1 252 30 AM 31 74 39 89 21 0 0 254 45 AM 25 77 47 102 14 0 1 266 9 : 00 AM 15 AM 30 AM 45 AM 0 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL DLUMES = 0 171 632 0 421 673 0 0 0 243 0 16 2156 A,l Peak Hr Begins at 730 AM 3AK VOLUMES = 0 67 342 0 247 389 0 0 0 132 0 5 1182 )DI:'IONS : SIGNALIZED gg f SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: COOK DATE: 4/5/2001 CITY: PALM E-W STREET: I-10 WB DESERT DAY: THURSDAY RAMPS PROJECT# 0424005P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 1 3 0 0 . 5 0 . 5 1 ----------------------------------- -------------------------------------------------- : 00 PM -------------------------- 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 45 PM 4 : 00 PM 23 83 20 3 36 0 3 168 15 PM 34 102 29 5 48 0 6 224 30 PM 23 107 19 5 57 0 8 219 45 PM 36 112 20 2 62 0 5 237 5 : 00 PM 28 137 23 3 53 0 7 251 15 PM 26 150 17 2 53 0 4 252 30 PM 29 118 15 4 44 0 3 213 45 PM 30 99 11 2 39 0 1 182 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 229 908 0 154 26 0 0 0 392 0 37 1746 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 0 113 506 0 79 12 0 0 0 225 0 24 959 ADDITIONS :SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: COOK DATE: 4/5/2001 CITY: PALM DESERT -W STREET: I-10 EB DAY: THURSDAY RAMPS PROJECT# 0424004A --------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 3 0 1 3 1 0 . 5 1 . 5 ------------------------------------ --------------- 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 86 31 4 65 10 0 151 347 15 AM 84 42 8 87 7 0 156 384 30 AM 81 36 7 95 5 1 179 404 45 AM 113 40 6 110 6 0 167 442 8 : 00 AM 102 46 4 75 4 1 160 392 15 AM 95 41 5 77 3 0 144 365 30 AM 106 39 3 57 1 0 127 333 45 AM 101 31 3 59 2 0 118 314 9 : 00 AM 15 AM 30 AM 45 AM -L0 : 00 AM 15 AM 30 AM 45 AM OTAL NL h-T NR SL ST SR EL ET ER WL WT WR TOTAL OLUMES = 0 768 306 40 625 0 38 2 1202 0 0 0 2981 'M Peak Hr Begins at 715 AM TEAK VOLUMES = 0 380 164 25 367 0 22 2 662 0 0 0 1622 - JDITIONS : SIGNALIZED gg� SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: COOK DATE : 4/5/2001 CITY: PALM DESERT E-W STREET: I-10 EB DAY: THURSDAY RAMPS PROJECT# 0424004P ---------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 3 0 1 3 1 0 . 5 1 . 5 ------------------------------------------------- 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 45 PM 4 : 00 PM 103 71 5 51 2 0 88 320 15 PM 131 94 9 64 5 0 102 405 30 PM 119 80 7 70 4 0 112 392 45 PM 137 78 4 78 5 0 97 399 5 : 00 PM 162 99 6 73 3 0 122 465 15 PM 172 87 7 64 4 0 99 433 30 PM 143 70 3 57 2 1 109 385 45 PM 121 59 2 50 1 0 93 326 6 : 00 PM 15 PM 30 PM 45 PM --------------------------------------------------------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 1088 638 43 507 0 26 1 822 0 0 0 3125 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 0 590 344 24 285 0 16 0 430 0 0 0 1689 �DDITIONS : SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: COOK ST. DATE : 3/27/2001 CITY: INDIAN WELLS E-W STREET: GERALD FORD DAY: TUESDAY PROJECT# 0341001A --------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 3 1 2 3 1 1 2 1 2 2 1 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 20 93 2 11 179 27 27 15 10 0 30 14 428 15 AM 21 105 0 17 217 30 21 13 12 0 39 22 497 30 AM 14 121 0 12 303 20 23 18 20 0 40 23 594 45 AM 24 126 6 13 331 36 22 27 27 0 33 25 670 8 : 00 AM 14 119 1 11 232 10 14 25 15 0 24 25 490 15 AM 22 107 2 5 165 13 16 33 24 0 27 18 432 30 AM 20 98 0 9 143 15 13 27 13 0 27 14 379 45 AM 15 93 0 10 121 16 12 25 13 0 25 15 345 9 : 00 AM 15 AM 30 AM 45 AM LO : 00 AM 15 AM 30 AM 45 AM ------------------------ __ TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL TOLUMES = 150 862 11 88 1691 167 148 183 134 0 245 156 3835 AM Peak Hr Begins at 715 AM 'EAK JOLUMES = 73 471 7 53 1083 96 80 83 74 0 136 95 2251 DDITIONS :SIGNALIZED N5 S7 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: COOK ST. DATE: 3/27/2001 CITY: INDIAN WELLS E-W STREET: GERALD FORD DAY: TUESDAY PROJECT## 0341001P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 3 1 2 3 1 1 2 1 2 2 1 --------------------------------------------------------------- ---------------------------------------- 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 27 181 0 16 143 13 21 36 29 0 26 20 512 45 PM 30 176 0 12 136 18 27 36 30 0 30 21 516 4 : 00 PM 29 185 1 15 141 13 13 35 31 0 26 22 511 15 PM 28 194 0 14 138, 21 20 40 22 0 25 19 521 30 PM 31 203 0 11 142 12 37 36 26 0 14 12 524 45 PM 18 201 0 12 141 15 20 25 20 0 20 18 490 5 : 00 PM 25 191 0 12 144 16 33 17 26 0 18 14 496 15 PM 23 176 0 13 129 17 30 21 27 0 23 15 474 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 211 1507 1 105 1114 125 201 246 211 0 182 141 4044 PM Peak Hr Begins at 345 PM PEAK VOLUMES = 118 758 1 52 557 64 97 147 109 0 95 74 2072 ADDITIONS :SIGNALIZED 90Lv INTERSECTION TURNING COUNT NORTH-SOUTH STREET: COOK EAST-WEST STREET: FRANK SINATRA TIME : 07 : OOAM-08 : OOAM DATE: 02-15-00 NORTH LEG 134 1 961 38 Total 44 304 12 1st 29 226 8 2nd 32 181 9 3rd 29 250 9 4th Rt Thru Lt i I Rt 4 5 8 91 26 ,1 II Thru 29 24 51 49 153 ; I� Total 1st 2nd 3rd 4th Lt 6 10 11 8 35 81 15 ll 19 36 Lt 1st 2nd 3rd 4th Total 76 ' 19 18 16 23 Thru 111 19 36 35 21 Rt Lt Thru Rt 1st 21 73 7 I 2nd 21 76 5 3rd 28 99 10 4th 44 108 5 Total =114 356 27 Prepared by NEWPORT TRAFFIC STUDIES P INTERSECTION TURNING -COUNT i NORTH-SOUTH STREET: COOK EAST-WEST STREET: FRANK SINATRA I� TIME : 08 : OOAM-09 : OOAM DATE: 02-15-00 II NORTH LEG (I 169 881 31 Total 62 288 11 1st II 51 275 7 2nd 29 165 7 3rd II 27 153 6 4th Rt Thru Lt Rt 6 9 8 12 35 � �I Thru 96 58 42 40 236 Total 1st 2nd 3rd 4th Lt 7 17 14 8j 46 FP11 46 37I 23 18 Lt 1st 2nd 3rd 4th Total 32 34 24I 24 Thru - 125 48 42 17 18 Rt Lt Thru Rt 1st 37 125 9 N 2nd 35 99 15 3rd 32 96 6 li 4th 19 1151 9 I Total F 123 435 39 - Prepared by NEWPORT TRAFFIC STUDIES FFINTERSECTION TURNING COUNT NORTH-SOUTH STREET: COOK EAST-WEST STREET: FRANK SINATRA TIME : 11 : 30AM-12 : 30PM DATE : 02-15-00 NORTH LEG a 471 35 Total 106 8 1st 113 9 2nd 114 10 3rd 138 8 4th Rt Thru Lt Rt 9 7 4 8 28 � Thru, 37 25 27 28 117 f i Total 1st 2nd 3rd 4th Lt 20 22 13 14i 69 :1 �I 59 16 19I 8 16 Lt 1st 2nd 3rd 4th Total II 136 29 28 41 38 Thru 140 29 44I 23 44 Rt Lt Thru Rt 1st 32 104 14 2nd 311 94 15 3rd 36 100 26 4th I 34 100 22 Total 1 133 398 77 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURNING COUNT NORTH-SOUTH STREET: COOK i EAST-WEST STREET: FRANK SINATRA 1 TIME : 03 : 30PM-04 : 30PM DATE : 02-15-00 I NORTH LEG II 67 606 56 Tot al 16 158 8 1st 17 119 14 2nd 147 12 3rd 18 1 Iu�uIi 4th Rt Thru Lt Rt 7 6 141 8 �- 3- ! r Thru 36 26 30 461 138 Total 1st 2nd 3rd 4th !� Lt 16 13 11 18 � 58 i 173I 47 25 41 60 Lt 1st 2nd 3rd 4th Total �1 IL 248 59 55 60 74 Thru 205 51 481 54 52 Rt Lt Thru Rt 1st 42 197 20 2nd 36 151 281 II 3rd 41 197 17 II 4th 50 156 34 I� Total 169 701 99 Prepared by NEWPORT TRAFFIC STUDIES 3 INTERSECTION TURNING COUNT NORTH-SOUTH STREET: COOK EAST-WEST STREET: FRANK SINATRA TIME : 04 : 30PM-05 : 30PM DATE : 02-15-00 NORTH LEG 68 572 48 Total 20 132 13 1st 20 137 8 2nd 11 164 15 3rd 17 139 12 4th Rt Thru Lt Rt 8 5 10 7 30 Thru 241 20 30 32 106 ` Total 1st 2nd 3rd 4th Lt 13 9 ""j l0I 14 46 187 48 48 50 41 Lt 1st 2nd 3rd 4th Total 252 68 49 65 70 Thru 157 54 40 31 32 Rt Lt Thru Rt 1st 31 197 29I 2nd 33 266 36 3rd 65 242 59 4th 47 141 26 Total 176 E:846 150 Prepared by NEWPORT TRAFFIC STUDIES �I TMCSPRED: Turning-movement Count Spreadsheet Version 2.1 Filename: 3.x1s Count Date: 2/15/00 Location: Cook St./Frank Sinatra Dr. Counters: Conditions: Northbound Southbound Eastbound Westbound LT Th RT LT Th RT LT Th RT LT Th RT AM Peak Hour 144 431 39 36 994 174 138 105 146 43 254 32 PM Peak Hour 179 861 158 58 615 69 206 256 177 50 120 31 Input Data Below MORNING A v Northbound Southbound Eastbound Westbound from to LT Th RT Total LT Th RT Total LT Th RT Total LT Th RT Total 7:00 7:15 21 73 7 101 12 304 44 360 15 19 19 53 6 29 4 39 7:15 7:30 21 76 5 102 8 226 29 263 11 18 36 65 10 24 5 39 7:30 7:45 28 99 10 137 9 181 32 222 19 16 35 70 11 51 8 70 7:45 8:00 44 108 5 157 9 250 29 288 36 23 21 80 8 49 9 66 8:00 8:15 37 125 9 171 11 288 62 361 46 32 48 126 7 96 6 109 8:15 8:30 35 99 15 149 7 275 51 333 37 34 42 113 17 58 9 84 8:30 8:45 32 96 6 134 7 165 29 201 23 24 17 64 14 42 8 64 8:45 9:00 19 115 9 143 6 153 27 186 18 24 18 60 8 40 12 60 PEAK HOUR 7:30 8:30 144 431 39 171 36 994 174 361 138 105 146 126 43 254 32 109 EVENING A v Northbound Southbound Eastbound Westbound from to LT Th RT Total LT Th RT Total LT Th RT Total LT Th RT Total 3 30 3:45 42 197 20 259 8 158 16 182 47 59 51 157 16 36 7 59 3:45 4:00 36 151 28 215 14 119 17 150 25 55 48 128 13 26 6 45 4:00 4:15 41 197 17 255 12 147 16 175 41 60 54 155 11 30 14 55 4:15 4:30 50 156 34 240 22 182 18 222 60 74 52 186 18 46 8 72 4:30 4:45 31 197 29 257 13 132 20 165 48 68 54 170 13 24 8 45 4:45 5:00 33 266 36 335 8 137 20 165 48 49 40 137 9 20 5 34 5:00 5:15 65 242 59 366 15 164 11 190 50 65 31 146 10 30 10 50 5:15 5:30 47 141 26 214 12 139 17 168 41 70 32 143 14 32 7 53 PEAK HOUR 4:15 5:15 179 861 158 366 58 615 69 222 206 256 177 186 50 19r) +1 72 INTERSECTION TURNING COUNT NORTH-SOUTH STREET. COOK EAST-WEST STREET: COUNTRY CLUB i TIME: 07 : OOAM-08 : OOAM DATE: 02-17-00 NORTH LEG 140 1 896 114 Total 51 241 25 1st 33 226 29 2nd 29 180 31 3rd 27 249 29 4th Rt Thru Lt Rt 34 45 28 291F 136 Thru 29 24 51 49I 153 I i Total 1st 2nd 3rd 4th Lt 26 18 41 301 165 87F 25I 17 19 26 Lt 1st 2nd 3rd 4th Total 141 33 29 27 52 Thru LI 149 33 32 40 44 Rt Lt Thru Rt 1st 23 119 17 2nd 17 110 21 3rd 34 144 33 I 4th 11 118 42 +� Total 85 491I 113 i Prepared by NEWPORT TRAFFIC STUDIES M3 2- INTERSECTION TURNING COUNT Z li NORTH-SOUTH STREET: COOK EAST-WEST STREET: COUNTRY CLUB II TIME : 08 : OOAM-09 : OOAM DATE : 02-17-00 II NORTH LEG [P1 8 4 913 76 Total II 71 301 24 1st II 44 277 8 2nd 39 171 18 3rd II 30 164 26 4th Rt Thru Lt II Rt 43 47 36 31 157 �I i Thru 44 50 55 49 198 Total 1st 2nd 3rd 4th Lt 33 28 36 29 F26 Ell119 F 34 F 261 33 26 Lt 1st 2nd 3rd 4th Total ! I 160 41 44 39 36 Thru 104 17 22 32 33 Rt Lt Thru Rt 1st 33 133 32 2nd -16 100 33 3rd 19 93 19 iI 4th 11 116 23 Total E791 442 107 II Prepared by NEWPORT TRAFFIC STUDIES m q z INTERSECTION TURNING COUNT NORTH-SOUTH STREET: COOK EAST-WEST STREET: COUNTRY CLUB I TIME: 03 : 30PM-04 : 30PM DATE: 02-17-00 NORTH LEG 73 495 126 Total 22 133 19 1st 19 111 33 2nd 19 132 33 3rd 13 119 41 4th Rt Thru Lt Rt11 32 35 37 41 145 Thru 39 27 29 42 137i Total 1st 2nd 3rd 4th Lt 29 35 42 34 J I( 140� 123___]P31 19 32 411Lt 1st 2nd 3rd 4th Total 207 33 55 88 Thru143 19 39 54 Rt Lt Thru Rt 1st 41 201 33 2nd 39 244 32 3rd 42 216 19 4th 44 254 19 Total �915 103 i Prepared by NEWPORT TRAFFIC STUDIES wrt!�, INTERSECTION TURNING COUNT NORTH-SOUTH STREET: COOK EAST-WEST STREET: COUNTRY CLUB II TIME: 04 : 30PM-05 : 30PM DATE: 02-17-00 fl NORTH LEG 87 451 102 Total 41 126 33 1st 17 107 33 2nd 18 101 19 3rd u - 11 117 17 4th I Rt Thru Lt Rt 44 51 43 39 177 Thru 46 50 52 41 1891 Total 1st 2nd 3rd 4th Lt 37 29 38 361 140 889 52J 47 461 44 Lt 1st 2nd 3rd 4th Total 344 103 96 84 61 Thru 217 63 62 511 411 Rt Lt Thru Rt 1st 66 214 23 2nd 55 244 11 3rd 36 190 17 4th 31 174 33 Total EK88 822 84 Prepared by NEWPORT TRAFFIC STUDIES IN(P TMCSPRED: Turning-movement Count Spreadsheet Version 2.1 Filename: 2.xls Count Date: 2/17/00 Location: Cook St./Country Club Dr. Counters: Conditions: Northbound Southbound Eastbound Westbound LT Th RT LT Th RT LT Th RT LT Th RT AM Peak Hour 94 495 140 92 1007 171 105 164 123 182 194 147 PM Peak Hour 207 928 72 140 484 90 172 342 218 142 167 173 Input Data Below MORNING A Northbound Southbound Eastbound Westbound from to LT Th RT Total LT Th RT Total LT Th RT Total LT Th RT Total 7:00 7:15 23 119 17 159 25 241 51 317 25 33 33 91 26 29 34 89 7:15 7:30 17 110 21 148 29 226 33 288 17 29 32 78 18 24 45 87 7:30 7:45 34 144 33 211 31 180 29 240 19 27 40 86 41 51 28 120 7:45 8:00 11 118 42 171 29 249 27 305 26 52 44 122 80 49 29 158 8:00 8:15 33 133 32 198 24 301 71 396 34 41 17 92 33 44 43 120 8:15 8:30 16 100 33 149 8 277 44 329 26 44 22 92 28 50 47 125 8:30 8:45 19 93 19 131 18 171 39 228 33 39 32 104 36 55 36 127 8:45 9:00 11 116 23 150 26 164 30 220 26 36 33 95 29 49 31 109 PEAK HOUR 7:30 8:30 94 495 140 211 92 1007 171 396 105 164 123 122 182 194 147 158 EVENING � V � � Northbound Southbound Eastbound Westbound from to LT Th RT Total LT Th RT Total LT Th RT Total LT Th RT Total 3:30 3:45 41 201 33 275 19 133 22 174 31 31 31 93 29 39 32 100 3:45 4:00 39 244 32 315 33 111 19 163 19 33 19 71 35 27 35 97 4:00 4 15 42 216 19 277 33 132 19 184 32 55 39 126 42 29 37 108 4:15 4:30 44 254 19 317 41 119 13 173 41 88 54 183 34 42 41 117 4:30 4:45 66 214 23 303 33 126 41 200 52 103 63 218 37 46 44 127 4:45 5:00 55 244 11 310 33 107 17 157 47 98 62 205 29 50 51 130 5:00 5:15 36 190 17 243 19 101 18 138 46 84 51 181 38 52 43 133 5:15 5:30 31 174 33 238 17 117 11 145 44 61 41 146 36 41 39 116 PEAK HOUR 4:00 5:00 207 928 72 317 140 484 90 200 172 342 218 218 142 167 173 133 City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : cook_hovley_oct.02 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/10/2002 Page No : 4 I—,pnuCOOK STREET �" 7 Rh tt TTu Loft Peds 1 1�1 2 North �ur= w �_� 1_-i O > w _ 2 L /02 8:00:00 AM m J = {> 102 8:45:00 AM ,- O D 2 ifted 1 a M f r i r ® 7 03 Out In Total City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : cook_hovley_oct.02 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/10/2002 Page No : 12 COOK STREET dL E;�fl EM Right T ru Lffl Pods 1 � ► ~ J North = _ f0 2 a t—� 4-2 O w w 10/10/02 3:00:00 PM > w 10/10/02 3:45:00 PM � �n O N � v M ai a a , 41 T r Left Out In Total City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : FRF35E-1 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 09/19/2002 Page No : 4 COOK STREET E Right TFIru L@fl Pads 1 I` J� 1 � Z�Jl North „ 3 2 0 /19/02 7:15:00 AM __ /19/02 8:00:00 AM r w > Unlihifted OG) *;MG a m N 1-1 I FI 1 1055 Out In Total City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : FRF35E-1 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 09/19/2002 Page No : 8 COOK STREET L_1i 2� -An rr 29 l Right Tlu L8It Peds 0 North 2 m a t-2 0 3 /19/02 2:30:00 PM D w r /19/02 3:15:00 PM U. Unshfted G) ui CL Q. 41 I r © F 7911 Fw3l Out In Total q SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: COOK ST. DATE: 3/27/2001 CITY: INDIAN WELLS E-W STREET: SR-111 DAY: TUESDAY .PROJECT# 0341002A NORTHBOUND SOU'rHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 2 0 1 . 5 1 .5 0 1 2 0 1 2 1 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 4 15 6 31 22 21 24 118 6 10 186 43 486 15 AM 6 16 11 35 25 24 28 146 5 13 198 156 663 30 AM 5 21 16 49 26 29 32 159 7 19 254 65 682 45 AM 5 25 12 41 35 35 35 163 8 21 258 57 695 8 : 00 AM 8 27 13 42 37 46 39 157 12 22 237 62 702 15 AM 7 24 11 41 38 48 36 156 8 22 229 49 669 30 AM 8 26 14 40 35 43 35 159 8 26 238 54 686 45 AM 6 26 12 45 34 42 34 164 9 24 244 57 697 9 : 00 AM 15 AM 30 AM 45 AM 10 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 49 180 95 324 252 288 263 1222 63 157 1844 543 5280 AM Peak Hr Begins at 800 AM PEAK VOLUMES = 29 103 50 168 144 179 144 636 37 94 948 222 2754 ADDITIONS : SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: COOK ST. DATE: 3/27/2001 CITY: INDIAN WELLS E-W STREET: SR-111 DAY: TUESDAY PROJECT# 0341002P ----------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 2 0 1 . 5 1 . 5 0 1 2 0 1 2 1 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 8 40 23 60 43 39 49 264 12 29 172 60 799 45 PM 10 41 25 63 47 42 66 281 16 32 180 73 876 4 : 00 PM 9 43 29 62 48 46 68 294 15 31 189 74 908 15 PM 12 38 35 70 46 45 61 284 19 34 204 81 929 30 PM 12 41 42 67 54 53 54 289 19 24 264 69 988 45 PM 15 35 38 68 59 57 58 304 16 18 247 67 982 5 : 00 PM 15 37 33 59 42 49 54 334 11 19 249 68 970 15 PM 13 31 31 56 38 44 48 254 10 19 221 54 819 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM -------------------------------------------------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL IOLUMES = 94 306 256 505 377 375 458 2304 118 206 1726 546 7271 PM Peak Hr Begins at 415 PM )EAK dOLUMES = 54 151 148 264 201 204 227 1211 65 95 964 285 3869 LDDITIONS : SIGNALIZED I� SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: GERALD FORD DR. DATE: 3/28/2001 CITY: PALM DESERT E-W STREET: FRANK SINATRA DAY: WEDNESDAY DR. PROJECT# 0341008A ------------------------------------------------ NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 1 1 1 1 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 24 0 0 37 33 39 133 15 AM 31 2 0 18 37 43 131 30 AM 29 1 0 25 31 49 135 45 AM 35 0 1 34 57 54 181 8 : 00 AM 39 1 1 22 61 48 172 15 AM 33 0 0 23 41 44 141 30 AM 28 0 0 29 45 48 150 45 AM 17 2 0 32 33 32 116 9 : 00 AM 15 AM 30 AM 45 AM 10 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 0 0 236 0 6 2 220 0 0 338 357 1159 AM Peak Hr Begins at 745 AM PEAK VOLUMES = 0 0 0 135 0 1 2 108 0 0 204 194 644 ADDITIONS : 1-WAY STOP SOUTH SO !0 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: GERALD FORD DR. DATE: 3/28/2001 CITY: PALM DESERT E-W STREET: FRANK SINATRA DAY: WEDNESDAY DR. PROJECT# 0341008P ------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 1 1 1 1 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 33 0 0 50 26 27 136 45 PM 40 1 0 57 31 32 161 4 : 00 PM 37 0 0 61 33 37 168 15 PM 44 0 1 50 36 44 175 30 PM 49 1 2 43 25 37 157 45 PM 43 0 1 55 28 41 168 5 : 00 PM 36 0 0 57 37 46 176 15 PM 41 0 2 68 26 35 172 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL N'T NR SL ST SR EL ET ER WL WT WR TOTAL 'OLUMES = 0 0 0 323 0 2 6 441 0 0 242 299 1313 PM Peak Hr Begins at 415 PM EAK .OLUMES = 0 0 0 172 0 1 4 205 0 0 126 168 676 DITIONS : 1-WAY STOP SOUTH City of Palm Desert Traffic Engineering Department Counler:TDC-8 73-510 Fred Waring Drive rile Name : CNTRYCLBELDRDO Counted 13y:Valerie Wagner Palm Desert, CA. 92260 Site Code : 05300750 Weather:Sunny, dry Start Date : 01/04/2001 Other: Page No : 1 Groups Printed-Unshifted ELDORADO COUNTRY CLUB GLDOItAI)O COUNTRY CLUB _ from North_ (SQ From Bast LB From South (NB From West r E13 Start"fintc Righ! fhru left Peds Thru Left Peds Right Thru Left Peds Right Thru Left Peds Int.Total factor LU 1.0 1.0 I.0 l.0 1.01 1.01 LO 1.01 1 ol-1.01 1.0 1.01 1.0 I.0 1 1.0 08:00 AM 5 8 6 0 10 165 9 0 16 14 8 0 7 102 5 1 356 08:15 AM 12 6 14 0 11 158 10 0 22 22 10 1 9 113 6 0 394 08:30AM 9 9 17 0 5 151 9 1 22 IG 20 3 11 101 7 3 384 08:45 AM _12 14 9 0 23 208 24 0 18 18 11 3 9 132 8 0 489 Total 38 37 46 U 49 682 52 1 78 70 49 7 36 448 26 4 IG23 ••• BREAK ••• 110)AM 8 17 9 0 10 176 15 0 12 14 10 0 12 130 9 0 422 11:15 AM 10 16 IU 2 14 172 20 1 I 23 IS 11 0 19 133 9 1 I 456 11:30 AM 21 19 4 0 14 175 18 0 30 18 14 0 is 169 15 0 430 512 1 I:45 AM 14 16 14 0 3 155 16 0 IS 13 13 0 13 149 9 0 Total 53 68 37 2 41 678 69 1 80 60 48 0 59 581 42 I 1430 •'•BREAK *„ 03:00 PM 6 22 13 0 18 180 19 0 40 17 12 0 19 204 4 0 554 03:15I'M 10 20 4 0 14 149 20 0 26 18 15 0 26 243 16 0 561 03:30I'M 5 31 12 U IS 158 20 0 49 11 9 0 30 241 12 2 595 03:45I'M 9_ 21 16 0 14 141 21 0 23 29 13 0 21 237 20 0 565 Total 30 94 45 0 61 628 80 0 138 75 49 0 96 925 52 2 2275 Grand Total 121 199 128 2( 151 1988 201 2 296 205 146 7 191 1954 120 T 5718 Apprch% 26.9 44.2 28.4 0.4 6.4 84.9 8.6 0.1 45.3 31.3 22.3 I.1 8.4 86.0 5.3 0.3 I Tolal% 2.1 3.5 2.2 0.0 2.6 34.8 3.5 0.0 5.2 3.6 2.6 0.1 3.3 34.2 2.1 0.1 ,d SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: TAMARISK DATE: 3/27/2001 CITY: PALM E-W STREET: COUNTRY DAY: TUESDAY DESERT CLUB DR. PROJECT# 0341003A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 1 1 2 0 1 2 0 1 2 1 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 13 30 5 13 22 4 1 72 7 11 138 31 347 15 AM 11 39 11 12 19 11 0 86 12 7 196 32 436 30 AM 27 33 16 18 26 2 4 103 12 10 221 45 517 45 AM 39 31 18 21 24 11 7 99 13 7 231 51 552 8 : 00 AM 29 26 16 18 21 9 5 100 11 8 219 36 498 15 AM 27 24 13 16 18 3 3 96 13 5 203 29 450 30 AM 26 28 16 26 12 4 3 96 18 10 141 32 412 45 AM 23 30 14 21 16 3 4 101 16 9 152 30 419 9 : 00 AM 15 AM 30 AM 45 AM 0 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL OLUMES = 195 241 109 145 158 47 27 753 102 67 1501 286 3631 AM Peak Hr Begins at 730 AM EAK .DLUMES = 122 114 63 73 89 25 19 398 49 30 874 161 2017 DDITIONS : SIGNALIZED of SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: TAMARISK DATE: 3/27/2001 CITY: PALM E-W STREET: COUNTRY DAY: TUESDAY DESERT CLUB DR. PROJECT# 0341003P --------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 1 1 2 0 1 2 0 1 2 1 ------------------------------------------------------------ ------------------------- 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 15 27 26 39 36 5 9 187 36 9 159 21 569 45 PM 14 22 28 43 39 4 8 205 33 12 158 23 589 4 : 00 PM 11 23 20 39 30 3 5 211 25 11 124 24 526 15 PM 15 14 16 41 24 4 5 191 22 5 123 26 486 30 PM 12 21 21 42 45 5 5 154 23 8 117 27 480 45 PM 18 21 30 27 32 2 5 136 35 11 98 21 436 5 : 00 PM 13 27 31 44 29 6 3 176 28 12 104 22 495 15 PM 13 29 30 36 24 5 3 163 31 8 126 24 492 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 111 184 202 311 259 34 43 1423 233 76 1009 188 4073 PM Peak Hr Begins at 330 PM PEAK VOLUMES = 55 86 90 162 129 16 27 794 116 37 564 94 2170 ADDITIONS : SIGNALIZED SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EL DORADO DR. DATE: 3/28/2001 CITY: PALM DESERT E-W STREET: FRANK SINATRA DAY: WEDNESDAY DR. PROJECT# 0341005A ----------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 1 0 1 0 1 1 1 0 2 0 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 16 1 2 2 0 2 1 44 19 8 56 1 152 15 AM 19 0 0 2 0 5 2 31 17 5 54 0 135 30 AM 23 2 1 4 0 7 1 38 13 4 59 1 153 45 AM 21 1 0 3 0 8 4 47 17 5 78 2 186 8 : 00 AM 27 1 2 2 0 10 5 33 20 3. 68 0 171 15 AM 22 2 2 1 1 14 2 29 25 3 50 1 152 30 AM 18 1 4 3 0 18 0 38 19 1 57 0 159 45 AM 14 0 2 2 0 13 2 34 14 2 39 1 123 9 : 00 AM 15 AM 30 AM 45 AM L0 : 00 AM 15 AM 30 AM 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL 17OLUMES = 160 8 13 19 1 77 17 294 144 31 461 6 1231 .�M Peak Hr Begins at 745 AM 'EAK iOLUMES = 88 5 8 9 1 50 11 147 81 12 253 3 668 'LDDITIONS :4-WAY STOP 16101 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EL DORADO DR. DATE: 3/28/2001 CITY: PALM DESERT E-W STREET: FRANK SINATRA DAY: WEDNESDAY DR. PROJECT# 0341005P ------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 1 0 1 0 1 1 1 0 2 0 -------------------------------------------- 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 11 2 1 2 2 6 7 47 24 0 39 1 142 45 PM 10 2 0 3 3 5 10 60 26 0 48 0 167 4 : 00 PM 14 1 2 7 6 4 9 58 30 0 47 2 180 15 PM 17 4 3 3 4 10 12 55 32 0 55 3 198 30 PM 16 5 1 1 1 14 10 53 26 0 36 2 165 45 PM 20 4 3 2 3 9 9 60 24 1 40 2 177 5 : 00 PM 34 3 2 3 2 5 5 65 21 1 42 1 184 15 PM 11 3 1 2 4 4 7 72 29 0 31 1 165 30 PM 45 PM 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 133 24 13 23 25 57 69 470 212 2 338 12 1378 PM Peak Hr Begins at 415 PM PEAK VOLUMES = 87 16 9 9 10 38 36 233 103 2 173 8 724 ADDITIONS :4-WAY STOP '� IIO 1 l� SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EL DORADO DATE: 1/6/2000 CITY: INDIAN WELLS E-W STREET: HOVLEY LN DAY: THURSDAY PROJECT# 0024003A ---------------------------------------------------- NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 1 1 1 1 1 0 6 :00 AM 15 AM 30 AM 45 AM 7 : 00 AM 7 20 12 57 104 7 207 15 AM 9 24 14 65 103 8 223 30 AM 13 23 15 61 109 18 239 45 AM 14 24 16 60 104 18 236 8 : 00 AM 18 21 21 52 122 23 257 15 AM 17 26 20 53 117 20 253 30 AM 16 26 17 54 101 12 220' 45 AIM 11 21 17 51 100 17 217 9 : 00 AM 15 AM 30 AM 45 AM 10 : 00 AM 15 AM 30 AM - 45 AM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 0 0 0 105 0 185 132 453 0 0 860 123 1858 AM Peak Hr Begins at 730 AM PEAK VOLUMES = 0 0 0 62 0 94 72 226 0 0 452 79 985 ADDITIONS : 3-WAY STOP S/E/W iCp SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EL DORADO DATE: 1/6/2000 CITY: INDIAN WELLS E-W STREET: HOVLEY LN DAY: THURSDAY PROJECT# 0024003P ----------------------------------------------= NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOT LANES : 1 1 1 1 1 0 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 45 PM 4 : 00 PM 21 12 21 139 93 11 29i 15 PM 25 11 23 146 101 14 320 30 PM 26 13 24 156 106 15 34 45 PM 23 15 26 168 103 16 35 5 : 00 PM 23 15 29 174 100 13 354 15 PM 27 12 27 164 99 14 34 30 PM 28 11 26 157 92 13 32 45 PM 23 9 24 146 91 12 305 6 : 00 PM 15 PM 30 PM 45 PM ---------------------------------------------------------- - TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOT VOLUMES = 0 0 0 196 0 98 200 1250 0 0 785 108 2637 PM Peak Hr Begins at 430 PM PEAK VOLUMES = 0 0 0 99 0 55 106 662 0 0 408 58 138 PDDITI0NS :3-WAY STOP S/E/W 17 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS -S STREET: EL DORADO DATE : 10/25/2000 DR. CITY: INDIAN WELLS W STREET: SR-111 DAY: WEDNESDAY PROJECT# 1020004A NORTHBOUND SOUTHBOUND EASTBOUND__________________________ WESTBOUND LANES : NL NT NR SL ST SR EL ET ER WL WT 1 2 0 1 2 0 1 3 0 1 2 WO TOTAL ---------------------- � b : 00 AM ------------------------ 15 AM 30 AM 45 AM 7 : 00 AM 2 6 7 19 11 7 2 104 6 7 186 16 15 AM 3 15 6 22 373 30 AM 6 21 18 39 12 5 6 159 7 14 266 12 521 9 7 176 2 24 351 23 688 45 AM 4 18 18 39 23 11 00 AM 9 15 14 28 12 8 204 7 37 440 27 836 15 AM 7 6 8 185 6 18 320 27 648 30 AM 12 14 23 15 12 10 10 205 12 29 26 266 25 640 45 AM 9 11 16 24 9 8 00 AM 7 191 10 27 254 23 589 15 AM 30 AM 45 AM 00 AM 15 AM 30 AM 45 AM ---------- 3TAL NL NT---NR---SL-==ST===SR===EL===ET===ER=====_____- JMES 52 112 121 215 98 61 57 1393 54 182 2402 174 TOTAL 4921 Peak Hr Beg ins at 730 AM )-u MES 26 66 69 135 60 31 32 734 19 108 1430 102 2812 >; TIONS :SIGNALIZED ��13 17 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: EL DORADO DATE: 10/25/2000 DR. CITY: INDIAN WE' . E-W STREET: SR-111 DAY: WEDNESDAY PROJECT# 1020004P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TO' LANES : 1 2 0 1 2 0 1 3 0 1 2 0 2 : 00 PM --------------------------------------------- 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 45 PM 4 : 00 PM 9 21 12 38 9 4 17 325 19 16 315 25 8: 15 PM 10 20 18 37 11 2 21 391 24 24 292 23 8'is 30 PM 7 19 21 29 10 5 13 370 18 18 251 29 79n 45 PM 10 10 26 38 8 7 15 383 15 21 283 32 8 5 : 00 PM 8 12 27 29 12 8 17 357 21 19 271 26 8_ . 15 PM 7 16 23 31 8 7 11 351 19 17 246 25 761 30 PM 8 13 29 27 7 5 14 391 17 14 221 19 7E 45 PM 6 10 31 25 10 6 15 327 16 16 233 22 7: 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TO' L VOLUMES = 65 121 187 254 75 44 123 2895 149 145 2112 201 63 PM Peak Hr Begins at 400 PM PEAK VOLUMES = 36 70 77 142 38 18 66 1469 76 79 1141 109 332" ADDITIONS :SIGNALIZED t;t SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS '1-S STREET : WASHINGTON ST. DATE : 10/10/2000 CITY: PALM DESERT - -W STREET: VARNER RD . DAY: TUESDAY PROJECT# 0957005A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 3 1 2 3 0 1 2 0 2 1 . 5 1 . 5 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 35 30 84 2 56 2 0 4 8 57 5 8 291 15 AM 56 39 121 4 71 4 0 3 13 66 9 12 398 30 AM 63 50 146 6 78 7 1 6 27 94 12 17 507 45 AM 93 46 173 7 88 6 0 13 34 106 15 21 602 B : 00 AM 84 59 168 6 64 7 0 8 27 92 13 20 548 15 AM 64 81 159 7 54 11 0 7 12 84 22 18 519 30 AM 63 73 141 8 52 9 0 6 11 80 20 16 479 45 AM 48 58 120 4 46 8 1 4 9 63 16 13 390 9 : 00 AM 15 AM 30 AM 45 AM 10 : 00 AM 15 AM 30 AM 45 AM ------------------------------------------------ -- OTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL OLUMES = 506 436 1112 44 509 54 2 51 141 642 112 125 3734 M Peak Hr Begins at 730 AM PEAK -"OLUMES = 304 236 646 26 284 31 1 34 100 376 62 76 2176 ,t-�DDITIONS :SIGNALIZED `Pj�� 51 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS N-S STREET: WASHINGTON ST. DATE : 10/10/2000 CITY: PALM DESERT E-W STREET: VARNER RD. DAY: TUESDAY PROJECT# 0957005P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 3 1 2 3 0 1 2 0 2 1 . 5 1 . 5 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 45 PM 4 : 00 PM 54 103 159 13 57 9 5 20 16 59 20 15 530 15 PM 53 107 143 16 61 8 2 8 14 70 22 9 513 30 PM 61 111 125 17 66 13 0 5 20 78 29 6 531 45 PM 69 108 123 19 70 10 0 7 16 81 25 11 539 5 : 00 PM 55 103 121 24 81 7 0 11 16 89 22 20 549 15 PM 60 97 103 20 63 7 1 6 9 82 18 13 479 30 PM 37 91 84 18 57 5 0 5 7 73 15 10 402 45 PM 31 80 79 14 48 6 0 6 7 56 12 8 347 6 : 00 PM 15 PM 30 PM 45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 420 800 937 141 503 65 8 68 105 588 163 92 3890 PM Peak Hr Begins at 415 PM PEAK VOLUMES = 238 429 512 76 278 38 2 31 66 318 98 46 2132 ADDITIONS :SIGNALIZED Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Washington St. DATE: 8/7/2002 LOCATION: City of Sun City E-W STREET: 1-10 EB Ramps DAY: WEDNESDAY PROJECT# 02-0981-006 A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2.5 .5 2 3 1.5 .5 2 6:00 AM 6:15 AM 6:30 AM 6:45 AM 7:00 AM 146 19 7 98 27 0 101 398 7:15 AM 184 26 9 120 35 0 127 501 7:30 AM 232 39 12 164 41 0 134 622 7:45 AM 284 31 16 202 59 0 146 738 8:00 AM 296 27 21 167 67 1 132 711 8:15 AM 341 36 14 136 57 0 138 722 8:30 AM 272 27 16 129 43 0 123 610 8:45 AM 224 24 11 111 34 1 116 521 9:00 AM 9:15 AM 9:30 AM 9:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM TOTAL NIL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES= 0 1979 229 106 1127 0 363 2 1017 0 0 0 4823 AM Peak Hr Begins at: 730 AM PEAK VOLUMES= 0 1153 133 63 669 0 224 1 550 0 0 0 2793 INTERSECTION Signalized CONTROL: yin Intersection Turning Movement Prepared by: Southland Car Counters N-S STREET: Washington St. DATE: 8/7/2002 LOCATION: City of Sun City E-W STREET: 1-10 EB Ramps DAY: WEDNESDAY PROJECT# 02-0981-006 P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NIL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES: 2.5 .5 2 3 1.5 .5 2 1:00 PM 1:15 PM 1:30 PM 1:45 PM 2:00 PM 2:15 PM 2:30 PM 2:45 PM 3:00 PM 3:15 PM 3:30 PM 3:45 PM 4:00 PM 226 76 17 107 44 0 154 624 4:15 PM 253 90 24 115 53 1 156 692 4:30 PM 235 83 19 131 47 0 144 659 4:45 PM 224 76 25 142 41 0 160 668 5:00 PM 202 74 21 160 38 1 147 643 5:15 PM 181 63 18 134 41 0 140 577 5:30 PM 153 66 16 107 35 0 131 508 5:45 PM 134 59 14 83 28 0 120 438 6:00 PM 6:15 PM 6:30 PM 6:45 PM TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES= 0 1608 587 154 979 0 327 2 1152 0 0 0 4809 PM Peak Hr Begins at: 415 PM PEAK VOLUMES= 0 914 323 89 548 0 179 2 607 0 0 0 2662 INTERSECTION Signalized CONTROL: City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : WASHIN-1 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/07/2002 Page No : 4 WASHINGTONdL T�IaI I 31521 Right Tlu Lgft Pads � IY. 2 NoRh p v —� 4_24 c 2 Z Ir 1017102 8:00:00 AM -1 Z =_ 10/7/02 8:45:00 AM r < O c CD 9 � d a n N 'l I F+ Out In Total W City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : WASHIN--1 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/07/2002 Page No : 12 WASHINGTON CAL wiz] EM Right Tlu Loft Pods J w m North nO O ~—� -2\l 10/7/02 3:00:00 PM M = L 11/7/02 3:45:00 PM n O n c UCH N N G O. a 41 I FII' Left ihru_ ft .Pad Out In Total City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : WASHIN-2 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/08/2002 Page No : 4 WASHINGTON Riht Tru Lt Peds y lip w 2 NorthLu N z �— +--_2 0 n g 10/8/02 8:00:00 AM } C, 11—; 10/8/02 8:45:00 AM r m j C p Unshifted m _ v a m r T r tt1 3128 Out In Total City of Palm Desert Traffic Engineering Department 73-510 Fred Waring Drive File Name : WASHIN-2 Palm Desert, CA 92260 Site Code : 00000000 Start Date : 10/08/2002 Page No : 12 WASHINGTON In —low— Right Tlu LgIt Peds 4- wJ Q w North g �_-� f-2 n 10/8/02 3:00:00 PM < J10/8102 3:45:00 PM Z N o x w (Z m a w 'l T r' Out In Tolal r INTERSECTION TURNING COUNT NORTH-SOUTH STREET: WASHINGTON EAST-WEST STREET: FRED WARING TIME : 07 : OOAM-08 : OOAM DATE : 03-22-00 NORTH LEG 159 676 178 Total 25 173 37 1st 35 148 61 2nd 42 157 31 3rd 57 198 49 4th Rt Thru Lt Rt 49 541 57 56 216 Thru 139 131 179 234I 683 ,;j Total 1st 2nd 3rd 4th Lt 81 21 15 9 34 � 104 18 28 25 33 Lt 1st 2nd--�� 3rd 4th Total 346 73 66 88 119 Thru [=93 =24 �' 23 21 25 Rt Lt Thru Rt 1st 37 131 51 2nd 36 149 3 3rd 50 179 3 4th 66 190 1 ' Total 189 649 12 Prepared by NEWPORT TRAFFIC STUDIES fJ l An INTERSECTION TURNING COUNT NORTH-SOUTH STREET: WASHINGTON EAST-WEST STREET: FRED WARING TIME: 08 : OOAM-09 : OOAM DATE : 03 -22-00 I! NORTH LEG 182 638 141 I Total 42 187 42 1st (I 54 160 36 2nd 50 171 40 3rd I� 36 120 23 4th Rt Thru Lt Rt 58 38 33 51 180 I Thru 124 � 158 118 149 5491 I Total 1st 2nd 3rd 4th Lt I 3 4 19 71 33 � 104 25 34 24 21 Lt L 1st 2nd 3rd 4th Total h 2871 82 64 73 68 Thru 107 30 32 19 26 Rt II Lt Thru Rt 1st 63 239 5 II 2nd 46 204 11 3rd 64 173 5 I 4th 4 6 119 2 II Total = 735 23 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURNING COUNT NORTH-SOUTH STREET: WASHINGTON EAST-WEST STREET: FRED WARING I TIME : 03 : 30PM-04 : 30PM DATE: 03-22-00 t NORTH LEG 160 873 211 Tot al 40 172 37 1st 30 258 44 2nd 48 187 56 3rd ` 7 4th Rt Thru Lt i i Rt 38 56 331 641 191I Thru 103 106 95 135 439 Total 1st 2nd 3rd 4th Lt 4 10 10 9 331 172 44 48 32 48 Lt 1st 2nd 3rd 4th Total li �I 673 158 166 169 180 Thru 'I I� 139 39 32 22 46 Rt f Lt Thru Rt 1st F 265 10 2nd 296 6 3rd 55 202 9 4th 36 215 Total 144 978 :::3]0 Prepared by NEWPORT TRAFFIC STUDIES INTERSECTION TURNING COUNT IIII N NORTH-SOUTH STREET: WASHINGTON EAST-WEST STREET: FRED WARING TIME : 04 : 30PM-05 : 30PM DATE: 03 -22-00 NORTH LEG 194 836 278 Total II 54 252 106 lst 54 202 68 2nd �) 42 186 64 3rd II 44 196 40 4th Rt Thru Lt II Rt 42 28 27 44 1411,, �, II Thru 128 126 114 128 495I Total lst 2nd 3rd 4th Lt 16 10 7 12 45I II 154 � 32 46I 46 30 Lt 1st 2nd 3rd 4th Total 6761 180 148 150 198 Thru 155 46 28 47 34 Rt Lt Thru Rt lst 114 356 24 2nd 61 254 10 II 3rd 62 210 6 4th 36 188 2 Total 273I: =4100 Prepared by NEWPORT T2kFFIC STUDIES TMCSPRED: Turning-movement Count Spreadsheet Version 2.1 Filename: 49.x1s Count Date: 3/22/00 Location: Washington St./Fred Waring Dr. Counters: Conditions: Northbound Southbound Eastbound Westbound LT Th RT LT Th RT LT Th RT LT Th RT AM Peak Hour 225 812 20 158 702 195 117 353 108 31 695 209 PM Peak Hour 273 1035 45 312 896 192 172 658 167 42 503 161 N Input Data Below MORNING v > Northbound Southbound Eastbound Westbound from to LT Th RT Total LT Th RT Total LT Th RT Total LT Th RT Total 7:00 7:15 37 131 5 173 37 173 25 235 18 73 24 115 8 139 49 196 7:15 7:30 36 149 3 188 61 148 35 244 28 66 23 117 2 131 54 187 7:30 7:45 50 179 3 232 31 157 42 230 25 88 21 134 15 179 57 251 7:45 8:00 66 190 1 257 49 198 57 304 33 119 25 177 9 234 58 299 8:00 8:15 63 239 5 307 42 187 42 271 25 82 30 137 3 124 58 185 8:15 8:30 46 204 11 261 36 160 54 250 34 64 32 130 4 158 38 200 8:30 8:45 64 173 5 242 40 171 50 261 24 73 19 116 19 118 33 170 8:45 9:00 46 119 2 167 23 120 36 179 21 68 26 115 7 149 51 207 PEAK HOUR 7:30 8:30 225 812 20 307 158 702 195 304 117 353 108 177 31 695 209 299 EVENING A Northbound Southbound Eastbound Westbound from to LT Th RT Total LT Th RT Total LT Th RT Total LT Th RT Total 3:30 3:45 35 265 10 310 37 172 40 249 44 158 39 241 4 103 38 145 3:45 4:00 18 296 6 320 44 258 30 332 48 166 32 246 10 106 56 172 4:00 4:15 55 202 9 266 56 187 48 291 32 169 22 223 10 95 33 138 4:15 4:30 36 215 5 256 74 256 42 372 48 180 48 274 9 135 64 208 4:30 4:45 114 356 24 494 108 262 64 412 32 180 48 258 18 128 42 186 4:45 5:00 61 254 10 325 68 202 54 324 46 148 28 222 10 126 28 164 5:00 5:15 62 210 6 278 64 186 42 292 46 150 47 243 7 114 27 148 5:15 5:30 36 188 2 226 40 196 44 30 30 198 34 262 12 126 44 184 PEAK HOUR .� 4:15 5:15 273 1035 45 494 312 896 192 412 172 658 167 274 42 503 161 208 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS •4-S STREET: I-10 WB RAMPS DATE : 10/10/2000 CITY: PALM DESERT -W STREET: VARNER RD. DAY: TUESDAY PROJECT# 0957007A NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 1 3 1 2 2 6 : 00 AM 15 AM 30 AM 45 AM 7 : 00 AM 59 2 30 47 3 12 153 15 AM 69 6 61 84 7 16 243 30 AM 98 4 77 106 9 29 323 45 AM 106 3 56 106 9 36 316 8 : 00 AM 91 7 84 93 8 39 322 15 AM 67 11 73 89 5 51 296 30 AM 62 6 78 86 6 51 289 45 AM 56 8 60 73 5 40 242 9 : 00 AM 15 AM 30 AM 45 AM 10 : 00 AM 15 AM 30 AM 45 AM ------------------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL JOLUMES = 608 0 47 0 0 0 0 519 684 52 274 0 2184 M Peak Hr Begins at 730 AM PEAK VOLUMES = 362 0 25 0 0 0 0 290 394 31 155 0 1257 .%DDITIONS : SIGNALIZED �JI GO �7 SOUTHLAND CAR COUNTERS VEHICLE AND MANUAL COUNTS "I-S STREET: I-10 WB RAMPS DATE : 10/10/2000 CITY: PALM DESERT -W STREET: VARNER RD. DAY: TUESDAY PROJECT# 0957007P NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL LANES : 2 1 3 1 2 2 2 : 00 PM 15 PM 30 PM 45 PM 3 : 00 PM 15 PM 30 PM 45 PM 4 : 00 PM 46 5 69 94 27 50 291 15 PM 46 6 72 113 32 46 315 30 PM 51 9 53 94 29 56 292 45 PM 51 9 54 98 36 49 297 5 : 00 PM 70 6 55 99 43 68 341 15 PM 39 10 41 86 37 60 273 30 PM 17 8 29 78 33 69 234 45 PM 21 7 31 63 27 48 197 6 : 00 PM 15 PM 30 PM 45 PM ------- TOTAL NL NT NR SL ST SR EL ET ER WL WT WR TOTAL VOLUMES = 341 0 60 0 0 0 0 404 725 264 446 0 2240 PM Peak Hr Begins at 415 PM PEAK VOLUMES = 218 0 30 0 0 0 0 234 404 140 219 0 1245 ADDITIONS : SIGNALIZED 8 (Z1 APPENDIX C EXISTING CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS PEAK HOUR VOLUME WARRANT (Rural Areas) Existing Conditions Major Street Name = Ramon Rd. Total of Both Approaches (VPH) = 1201 Number of Approach Lanes Major Street = 2 Minor Street Name = 1-10 WB Ramps High Volume Approach (VPH) = 545 Number of Approach Lanes Minor Street = 2 WARRANTED FOR A SIGNAL 500 - 2 a 400 L V c0 O a a m 300 E 0 > z i °) 200 2 m Cn 0 100 7� _c � I o i N 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches -VPH -1 Lane (Major)& 1 Lane (Minor) 6 2+ Lanes(Major)& 1 Lane(Minor)OR 1 Lane(Major)&2+ Lanes(Minor) _0 2+ Lanes(Major)&2+ Lanes(Minor) ---*(—Major Street Approaches - 4K - Minor Street Approaches " NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroads Exist.As (RURAL AREA'WARRANT) 9/2/2003 PEAK HOUR VOLUME WARRANT (Rural Areas) Existing Conditions Major Street Name = Gerald Ford Dr. Total of Both Approaches (VPH) = 813 Number of Approach Lanes Major Street = 2 Minor Street Name = Portola Av. High Volume Approach (VPH) = 286 Number of Approach Lanes Minor Street = 2 WARRANTED FOR A SIGNAL 500 — i a 400 U M 0 a a m 300 0 t °1 200 s m I m 100 0 co 0 L 300 400 500 600 700 800 900 1000 1100 1200 1300 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) —0 2+ Lanes(Major)&2+ Lanes (Minor) —)*—Major Street Approaches - -)K - Minor Street Approaches " NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroads PortolaFord.xls (RURAL AREA WARRANT) 9/2/2003 C+ PEAK HOUR VOLUME WARRANT (Rural Areas) Existing Conditions Major Street Name = Portola Av. Total of Both Approaches (VPH) = 756 Number of Approach Lanes Major Street = 2 Minor Street Name = Frank Sinatra Dr. High Volume Approach (VPH) = 385 Number of Approach Lanes Minor Street = 2 WARRANTED FOR A SIGNAL 500 i 2 > I ' 400 z �a O a a m 300 E M 0 L i S m m N 0 100 c u� n 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches -VPH -1 Lane (Major)& 1 Lane(Minor) —6 2+ Lanes(Major)& 1 Lane(Minor)OR 1 Lane(Major)&2+ Lanes (Minor) 0 2+ Lanes(Major)&2+ Lanes(Minor) —M—Major Street Approaches - -)K - Minor Street Approaches NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroads PortolaSinatra.xls (RURAL AREA WARRANT) 9/2/2003 (5 PEAK HOUR VOLUME WARRANT (Rural Areas) 14M Existing Conditions Major Street Name = Frank Sinatra Dr. Total of Both Approaches (VPH) = 508 Number of Approach Lanes Major Street = 2 Minor Street Name = Gerald Ford Dr. High Volume Approach (VPH) = 136 Number of Approach Lanes Minor Street = 1 SIGNAL WARRANT NOT SATISFIED 500 — i 2 a 400 L U R i O L CL a m 300 E 0 t 200 2 i m 136 L - - - - - - 0 100 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street -Total of Both Approaches -VPH -1 Lane(Major)& 1 Lane(Minor) _6 2+ Lanes(Major)& 1 Lane(Minor)OR 1 Lane(Major)&2+ Lanes(Minor) --0--2+ Lanes(Major)&2+ Lanes(Minor) Major Street Approaches - -)K - Minor Street Approaches "* NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroads FordSinatra.xls (RURAL AREA WARRANT) 9/2/2003 (�p PEAK HOUR VOLUME WARRANT (Rural Areas) PM Existing Conditions Major Street Name = Frank Sinatra Dr. Total of Both Approaches (VPH) = 503 Number of Approach Lanes Major Street = 2 Minor Street Name = Gerald Ford Dr. High Volume Approach (VPH) = 173 Number of Approach Lanes Minor Street = 1 SIGNAL WARRANT NOT SATISFIED 500 s a ' 400 s ca R 0 a a m 300 E 0 > s 200 = 73 m � 0 100 c cn 0 0 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street -Total of Both Approaches -VPH 1 Lane(Major)& 1 Lane(Minor) 6 2+ Lanes(Major)& 1 Lane (Minor)OR 1 Lane(Major)&2+ Lanes(Minor) 0 2+ Lanes(Major)&2+ Lanes(Minor) ---"—Major Street Approaches - -)K - Minor Street Approaches *' NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroads FordSinatraPM.xis (RURAL AREA WARRANT) 9/2/2003 C—I PEAK HOUR VOLUME WARRANT (Rural Areas) w Existing Conditions Major Street Name = Frank Sinatra Dr. Total of Both Approaches (VPH) = 507 Number of Approach Lanes Major Street = 1 Minor Street Name = Eldorado Dr. High Volume Approach (VPH) = 101 Number of Approach Lanes Minor Street = 1 SIGNAL WARRANT NOT SATISFIED 500 t 2 a I 400 - L V 0 O a a m 300 E o > L 200 2 m N 101 c 100 c 0 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street -Total of Both Approaches -VPH —�1 Lane(Major)& 1 Lane(Minor) —6 2+ Lanes(Major)& 1 Lane (Minor)OR 1 Lane (Major)&2+ Lanes (Minor) --0 2+ Lanes (Major)&2+ Lanes (Minor) - -Major Street Approaches - -)K - Minor Street Approaches " NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroads EldoradoSinatra.xis (RURAL AREA WARRANT) 9/2/2003 Q PEAK HOUR VOLUME WARRANT (Rural Areas) Pla Existing Conditions Major Street Name = Frank Sinatra Dr. Total of Both Approaches (VPH) = 555 Number of Approach Lanes Major Street = 1 Minor Street Name = Eldorado Dr. High Volume Approach (VPH) = 112 Number of Approach Lanes Minor Street = 1 SIGNAL WARRANT NOT SATISFIED 500 2 a t 400 U I 19 O a a m 300 E � I > L 200 d m n _ 112 c 100 c � to Ln 0 , 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches -VPH —0-1 Lane(Major)& 1 Lane(Minor) —t-2+ Lanes(Major)& 1 Lane(Minor)OR 1 Lane(Major)&2+ Lanes(Minor) 0 2+ Lanes(Major)&2+Lanes (Minor) ---)*—Major Street Approaches - -)K - Minor Street Approaches " NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroads EldoradoSinatraPM.xls (RURAL AREA WARRANT) 9/2/2003 M PEAK HOUR VOLUME WARRANT (Rural Areas) Existing Conditions Major Street Name = Hovley Ln. E. Total of Both Approaches (VPH) = 829 Number of Approach Lanes Major Street= 1 Minor Street Name = Eldorado Dr. High Volume Approach (VPH) = 156 Number of Approach Lanes Minor Street= 1 WARRANTED FOR A SIGNAL 500 = i C > s 400 w 0 a a m 300 E 0 L I 200 1 156 m o 100 c ca 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches -VPH --D-1 Lane(Major)& 1 Lane(Minor) 6---2+ Lanes(Major)& 1 Lane (Minor)OR 1 Lane(Major)&2+ Lanes(Minor) ---0 2+ Lanes(Major)&2+ Lanes(Minor) ---)*—Major Street Approaches * - Minor Street Approaches NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroads EldoradoHovley.xls (RURAL AREA WARRANT) 9/2/2003 (I10 PEAK HOUR VOLUME WARRANT (Rural Areas) Existing Conditions Major Street Name = Hovley Ln. E. Total of Both Approaches (VPH) = 1070 Number of Approach Lanes Major Street= 2 Minor Street Name = Oasis Club Dr. High Volume Approach (VPH) = 158 Number of Approach Lanes Minor Street= 2 WARRANTED FOR A SIGNAL 500 CL ' 400 r u �v 0 a a m 300 E M 0 m 200 - - - - - - - - - - - 158 0N 100 c_ � � II 0 0 300 400 500 600 700 800 900 1000 1100 1200 1300 Major Street-Total of Both Approaches-VPH —�1 Lane(Major)& 1 Lane (Minor) _6 2+ Lanes(Major)& 1 Lane(Minor)OR 1 Lane(Major)&2+ Lanes(Minor) �-2+ Lanes (Major)&2+ Lanes(Minor) —*—Major Street Approaches - -)K - Minor Street Approaches ** NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. Urban Crossroads OasisHovley.xls (RURAL AREA WARRANT) 9/2/2003 C' iI APPENDIX D EXISTING INTERSECTION ANALYSIS WORKSHEETS Existing AM Wed Aug 13, 2003 16:52:17 Page 24-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) Intersection 423 I-10 WB Ramps (NS) / Ramon Rd. (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.961 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 40.9 Optimal Cycle: 0 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 404 0 141 0 0 0 121 425 0 0 476 179 Growth 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 Initial Bse: 404 0 141 0 0 0 121 425 0 0 476 179 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 404 0 141 0 0 0 121 425 0 0 476 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 404 0 141 0 0 0 121 425 0 0 476 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 404 0 141 0 0 0 121 425 0 0 476 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat. : 463 0 544 0 0 0 461 497 0 0 495 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.87 xxxx 0.26 xxxx xxxx xxxx 0.26 0.86 xxxx xxxx 0.96 xxxx Crit Moves: **** **** **** Delay/Veh: 42.6 0.0 11.5 0.0 0.0 0.0 13.1 38.5 0.0 0.0 57.3 0.0 Delay 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 AdjDel/Veh: 42.6 0.0 11.5 0.0 0.0 0.0 13.1 38.5 0.0 0.0 57.3 0.0 LOS by Move: E * B * * * B E * * F ApproachDel: 34.6 Xxxxxx 32.8 57.3 Delay Adj : 1.00 xxxxx 1.00 1.00 ApprAdjDel: 34.6 xxxxxx 32.8 57.3 LOS by Appr: D * D F ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P3 MITIG8 - Existing AM Wed Aug 27, 2003 11:28:34 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #22 I-10 EB Ramps (NS) / Ramon Rd. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.403 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 17.4 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Ignore Include Min. Green: 0 0 0 21 0 21 0 15 15 10 15 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 193 0 319 0 323 489 119 761 0 Growth 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 Initial Bse: 0 0 0 193 0 319 0 323 489 119 761 0 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 0 0 193 0 0 0 323 0 119 761 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 193 0 0 0 323 0 119 761 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 0 0 0 193 0 0 0 323 0 119 761 0 ------------I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat. : 0 0 0 1805 0 1900 0 1900 1900 1805 1900 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.11 0.00 0.00 0.00 0.17 0.00 0.07 0.40 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.00 0.00 0.33 0.00 0.17 0.50 0.00 Volume/Cap: 0.00 0.00 0.00 0.31 0.00 0.00 0.00 0.51 0.00 0.40 0.80 0.00 Delay/Veh: 0.0 0.0 0.0 14.5 0.0 0.0 0.0 16.8 0.0 23.2 17.4 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 14.5 0.0 0.0 0.0 16.8 0.0 23.2 17.4 0.0 DesignQueue: 0 0 0 4 0 0 0 8 0 3 14 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V+ MITIG8 - Existing AM Wed Aug 27, 2003 11:49:59 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #34 Park View Dr. - Painters Path (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.300 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 22.6 Optimal Cycle: 61 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 18 18 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 24 3 1 4 6 53 99 1101 14 14 1183 15 Growth 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 Initial Bse: 24 3 1 4 6 53 99 1101 14 14 1183 15 User 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 PHF 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 PHF Volume: 24 3 1 4 6 53 99 1101 14 14 1183 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 3 1 4 6 53 99 1101 14 14 1183 15 PCE 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 MLF 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 Final Vol. : 24 3 1 4 6 53 99 1101 14 14 1183 15 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.86 0.86 0.85 0.96 0.96 0.85 0.95 0.91 0.91 0.95 0.91 0.85 Lanes: 0.89 0.11 1.00 0.40 0.60 1.00 1.00 2.96 0.04 1.00 3.00 1.00 Final Sat. : 1451 181 1615 728 1092 1615 1805 5112 65 1805 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.00 0.01 0.01 0.03 0.05 0.22 0.22 0.01 0.23 0.01 Crit Moves: **** **** **** Green/Cycle: 0.39 0.39 0.39 0.39 0.39 0.39 0.18 0.30 0.30 0.16 0.28 0.28 Volume/Cap: 0.04 0.04 0.00 0.01 0.01 0.08 0.30 0.73 0.73 0.05 0.83 0.03 Delay/Veh: 11.4 11.4 11.2 11.3 11.3 11.7 22.0 21.1 21.1 21.6 24.9 16.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.4 11.4 11.2 11.3 11.3 11.7 22.0 21.1 21.1 21.6 24.9 16.2 DesignQueue: 0 0 0 0 0 1 3 28 0 0 31 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE d5 MITIG8 - Existing AM Wed Aug 27, 2003 12:06:37 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #46 SR-111 (NS) / Fred Waring Dr. (EW) ++*+++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.566 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.0 Optimal Cycle: 77 Level Of Service: C +++++++++++++++++++++*++*+++++++++++*+++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11--------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include ^ Include Include Include Min. Green: 10 21 1 10 21 21 10 24 24 10 24 24 Lanes: 2 0 2 01 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0 ------------ I--------------- 11--------------- --------------- ---------------� Volume Module: Base Vol: 32 827 30 228 829 20 21 17 15 40 50 269 Growth 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 Initial Bse: 32 827 30 228 829 20 21 17 15 40 50 269 User 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 PHF 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 PHF Volume: 32 827 30 228 829 20 21 17 15 40 50 269 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 827 30 228 829 20 21 17 15 40 50 269 PCE 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 MLF 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 Final Vol. : 32 827 30 228 829 20 21 17 15 40 50 269 ------------ --------------- --------------- H--------------- 11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.85 0.85 0.92 0.80 0.80 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 3502 3216 1608 3502 3022 1511 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.01 0.23 0.02 0.07 0.23 0.01 0.01 0.01 0.01 0.01 0.02 0.18 Crit Moves Green/Cycle: 0.13 0.27 0.27 0.13 0.27 0.27 0.13 0.31 0.31 0.13 0.31 0.31 Volume/Cap: 0.07 0.84 0.07 0.50 0.84 0.05 0.05 0.02 0.03 0.09 0.05 0.57 Delay/Veh: 29.5 33.0 20.8 32.1 33.1 20.7 29.4 18.3 18.4 29.6 18.6 23.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.5 33.0 20.8 32.1 33.1 20.7 29.4 18.3 18.4 29.6 18.6 23.6 DesignQueue: 1 27 1 9 27 1 1 1 0 1 1 8 +++++++++++++++++++++++++++++++++++++++++++*++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Pie MITIG8 - Existing AM Thu Aug 28, 2003 18:53:05 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - MW O8/28/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #13 Desert Crossing (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.361 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29.5 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 10 15 15 10 15 15 Lanes: 1 1 0 0 1 0 0 1! 0 0 1 0 3 0 1 2 0 2 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 150 17 135 9 33 10 9 620 256 271 729 9 Growth 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 Initial Bse: 150 17 135 9 33 10 9 620 256 271 729 9 User 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 PHF 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 PHF Volume: 150 17 135 9 33 10 9 620 256 271 729 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 17 135 9 33 10 9 620 256 271 729 9 PCE 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 MLF 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 Final Vol. : 150 17 135 9 33 10 9 620 256 271 729 9 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.85 0.97 0.97 0.97 0.95 0.91 0.85 0.92 0.91 0.91 Lanes: 1.80 0.20 1.00 0.17 0.64 0.19 1.00 3.00 1.00 2.00 2.96 0.04 Final Sat. : 3266 370 1615 317 1164 353 1805 5187 1615 3502 5113 63 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.08 0.03 0.03 0.03 0.00 0.12 0.16 0.08 0.14 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.24 0.24 0.24 0.24 0.24 0.24 0.16 0.26 0.26 0.13 0.23 0.23 Volume/Cap: 0.20 0.20 0.36 0.12 0.12 0.12 0.03 0.46 0.61 0.61 0.61 0.61 Delay/Veh: 26.2 26.2 27.7 25.7 25.7 25.7 30.5 26.6 30.1 37.5 30.1 30.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.2 26.2 27.7 25.7 25.7 25.7 30.5 26.6 30.1 37.5 30.1 30.1 DesignQueue: 5 1 5 0 1 0 0 22 9 11 27 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P1 MITIG8 - Existing AM Wed Aug 27, 2003 11:22:53 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #18 E1 Paseo - Town Center Wy. (NS) / SR-111 (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.344 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30.7 Optimal Cycle: 91 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 21 21 10 21 21 Lanes: 1 1 1 0 1 1 1 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 350 74 27 86 69 10 64 560 140 36 650 33 Growth 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 Initial Bse: 350 74 27 86 69 10 64 560 140 36 650 33 User 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 PHF 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 PHF Volume: 350 74 27 86 69 10 64 560 140 36 650 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 350 74 27 86 69 10 64 560 140 36 650 33 PCE 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 MLF 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 Final Vol. : 350 74 27 86 69 10 64 560 140 36 650 33 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.91 0.85 0.92 0.92 0.85 0.95 0.88 0.88 0.95 0.90 0.90 Lanes: 2.00 1.00 1.00 1.66 1.34 1.00 1.00 2.40 0.60 1.00 2.86 0.14 Final Sat. : 3466 1733 1615 2923 2345 1615 1805 4025 1006 1805 4902 249 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.10 0.04 0.02 0.03 0.03 0.01 0.04 0.14 0.14 0.02 0.13 0.13 Crit Moves: **** Green/Cycle: 0.26 0.26 0.26 0.26 0.26 0.26 0.11 0.23 0.23 0.11 0.23 0.23 Volume/Cap: 0.38 0.16 0.06 0.11 0.11 0.02 0.32 0.60 0.60 0.18 0.57 0.57 Delay/Veh: 27.7 25.8 25.1 25.4 25.4 24.8 38.3 32.2 32.2 37.2 31.7 31.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.7 25.8 25.1 25.4 25.4 24.8 38.3 32.2 32.2 37.2 31.7 31.7 DesignQueue: 13 3 1 3 3 0 3 23 6 2 26 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIGS - Existing AM Wed Aug 27, 2003 11:52:33 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 ------------------------------------------------------------------------------ Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #35 Plaza Wy. (NS) / SR-111 (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.305 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 18.6 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 1 0 1 0 1 1 0 0 1 1 2 0 2 1 0 1 0 3 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 60 19 44 13 8 10 27 589 39 173 692 39 Growth 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 Initial Bse: 60 19 44 13 8 10 27 589 39 173 692 39 User 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 PHF 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 PHF Volume: 60 19 44 13 8 10 27 589 39 173 692 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 19 44 13 8 10 27 589 39 173 692 39 PCE 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 MLF 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 Final Vol. : 60 19 44 13 8 10 27 589 39 173 692 39 ------------I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.85 0.75 0.92 0.92 0.92 0.90 0.90 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 0.89 1.11 2.00 2.81 0.19 1.00 3.00 1.00 Final Sat. : 1448 1900 1615 1431 1549 1936 3502 4821 319 1805 5187 1615 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.01 0.03 0.01 0.01 0.01 0.01 0.12 0.12 0.10 0.13 0.02 Crit Moves: **** Green/Cycle: 0.40 0.40 0.40 0.40 0.40 0.40 0.18 0.25 0.25 0.20 0.27 0.27 Volume/Cap: 0.10 0.03 0.07 0.02 0.01 0.01 0.04 0.48 0.48 0.48 0.49 0.09 Delay/Veh: 11.3 10.9 11.1 10.9 10.9 10.9 20.4 19.4 19.4 22.4 18.7 16.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.3 10.9 11.1 10.9 10.9 10.9 20.4 19.4 19.4 22.4 18.7 16.5 DesignQueue: 1 0 1 0 0 0 1 15 1 5 17 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE VI MITIG8 - Existing AM Wed Aug 27, 2003 11:41:17 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #29 Monterey Av. (NS) / I-10 EB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.222 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 16.0 Optimal Cycle: 60 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 24 20 24 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 580 229 196 819 0 36 0 706 0 0 0 Growth 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 Initial Bse: 0 580 229 196 819 0 36 0 706 0 0 0 User 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 PHF 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 PHF Volume: 0 580 229 196 819 0 36 0 706 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 580 229 196 819 0 36 0 706 0 0 0 PCE 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 MLF 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 Final Vol. : 0 580 229 196 819 0 36 0 706 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.95 1.00 0.86 1.00 0.86 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 1.05 0.00 1.95 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 3610 0 1704 0 3171 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.14 0.06 0.23 0.00 0.02 0.00 0.22 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.25 0.25 0.17 0.42 0.00 0.43 0.00 0.43 0.00 0.00 0.00 Volume/Cap: 0.00 0.45 0.57 0.34 0.54 0.00 0.05 0.00 0.51 0.00 0.00 0.00 Delay/Veh: 0.0 19.2 21.6 22.4 13.6 0.0 9.8 0.0 12.7 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 19.2 21.6 22.4 13.6 0.0 9.8 0.0 12.7 0.0 0.0 0.0 DesignQueue: 0 15 6 6 17 0 1 0 14 0 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ]PtQ MITIG8 - Existing AM Wed Aug 27, 2003 11:31:19 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #25 Monterey Av. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.415 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 16.1 Optimal Cycle: 64 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 24 24 Lanes: 2 0 2 1 0 1 0 3 0 1 2 0 1 1 0 1 0 1 1 0 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 139 706 0 0 1081 336 361 0 137 0 0 0 Growth 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 Initial Bse: 139 706 0 0 1081 336 361 0 137 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 139 706 0 0 1081 0 361 0 137 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 139 706 0 0 1081 0 361 0 137 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 139 706 0 0 1081 0 361 0 137 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 1.00 0.91 1.00 0.92 0.95 0.81 1.00 0.95 0.95 Lanes: 2.00 3.00 0.00 1.00 3.00 1.00 2.00 1.00 1.00 1.00 2.00 0.00 Final Sat. : 3502 5187 0 1900 5187 1900 3502 1805 1534 1900 3610 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.14 0.00 0.00 0.21 0.00 0.10 0.00 0.09 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.16 0.48 0.00 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.00 0.00 Volume/Cap: 0.25 0.28 0.00 0.00 0.64 0.00 0.31 0.00 0.27 0.00 0.00 0.00 Delay/Veh: 24.0 9.9 0.0 0.0 19.0 0.0 16.3 0.0 16.2 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.0 9.9 0.0 0.0 19.0 0.0 16.3 0.0 16.2 0.0 0.0 0.0 DesignQueue: 4 13 0 0 27 0 9 0 3 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE D11 MITIG8 - Existing AM Wed Aug 27, 2003 11:39:54 Page 1-1 -------------------------------------------------------------------------------- JN: :0055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #28 Monterey Av. (NS) / Gerald Ford Dr. (EW) ******************************************************************************** Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.537 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 25.8 Optimal Cycle: 74 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 ---------------11--------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------ I--------------- H --------------- 11--------------- 11--------------- I Volume Module: Base Vol: 95 469 26 169 830 124 117 221 82 30 292 216 Growth 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 Initial Bse: 95 469 26 169 830 124 117 221 82 30 292 216 User 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 PHF 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 PHF Volume: 95 469 26 169 830 124 117 221 82 30 292 216 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 469 26 169 830 124 117 221 82 30 292 216 PCE 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 MLF 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 Final Vol. : 95 469 26 169 830 124 117 221 82 30 292 216 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.91 0.91 0.92 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 1.46 0.54 2.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 2525 937 3502 3610 1615 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.13 0.02 0.09 0.23 0.08 0.03 0.09 0.09 0.01 0.08 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.39 0.46 0.06 0.69 0.81 0.27 0.25 0.31 0.31 0.06 0.29 0.47 Delay/Veh: 30.2 22.1 19.3 38.8 29.6 20.9 28.9 21.0 21.0 28.0 20.8 22.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.2 22.1 19.3 38.8 29.6 20.9 28.9 21.0 21.0 28.0 20.8 22.7 DesignQueue: 3 14 1 6 26 4 4 7 2 1 9 7 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE p IL MITIG8 - Existing AM Wed Aug 27, 2003 11:37:29 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #26 Monterey Av. (NS) / Frank Sinatra Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.340 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 22.3 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- 11 --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Ignore Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 138 488 143 26 826 141 24 376 61 47 309 83 Growth 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 Initial Bse: 138 488 143 26 826 141 24 376 61 47 309 83 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 138 488 143 26 826 141 24 376 0 47 309 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 488 143 26 826 141 24 376 0 47 309 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Final Vol. : 138 488 143 26 826 141 24 376 0 47 309 0 ------------ --------------- --------------- --------------- --------------- ) Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1900 3502 5187 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.09 0.01 0.16 0.09 0.01 0.07 0.00 0.01 0.06 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.00 0.14 0.28 0.00 Volume/Cap: 0.29 0.33 0.31 0.05 0.56 0.31 0.05 0.26 0.00 0.10 0.21 0.00 Delay/Veh: 29.2 21.1 21.2 27.9 23.1 21.2 27.9 20.6 0.0 28.1 20.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.2 21.1 21.2 27.9 23.1 21.2 27.9 20.6 0.0 28.1 20.3 0.0 DesignQueue: 5 15 4 1 25 4 1 11 0 2 9 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE bi3 MITIG8 - Existing AM Wed Aug 27, 2003 11:30:05 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #24 Monterey Av. (NS) / Country Club Dr. (NS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 74 Critical Vol./Cap. (X) : 0.647 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.9 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Ignore Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 412 661 120 250 1226 86 30 406 298 307 933 120 Growth 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 Initial Bse: 412 661 120 250 1226 86 30 406 298 307 933 120 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 412 661 120 250 1226 86 30 406 0 307 933 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 412 661 120 250 1226 86 30 406 0 307 933 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Final Vol. : 412 661 120 250 1226 86 30 406 0 307 933 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 35G2 5187 1615 3502 5187 1900 3502 5187 1900 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.12 0.13 0.07 0.07 0.24 0.05 0.01 0.08 0.00 0.09 0.18 0.00 Crit Moves: **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.00 0.14 0.28 0.00 Volume/Cap: 0.87 0.45 0.26 0.53 0.83 0.19 0.06 0.28 0.00 0.65 0.63 0.00 Delay/Veh: 47.3 22.0 20.8 30.9 29.1 20.2 28.0 20.7 0.0 33.5 24.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.3 22.0 20.8 30.9 29.1 20.2 28.0 20.7 0.0 33.5 24.1 0.0 DesignQueue: 15 20 4 9 38 3 1 12 0 11 29 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 00 MITIG8 - Existing AM Wed Aug 27, 2003 11:43:50 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #31 Monterey Av. (NS) / Park View Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.451 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 20.7 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 15 15 10 15 15 24 24 24 24 24 24 Lanes: 1 0 2 0 1 2 0 2 0 1 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 89 492 69 452 749 57 88 131 81 22 19 45 Growth 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 Initial Bse: 89 492 69 452 749 57 88 131 81 22 19 45 User 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 PHF 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 PHF Volume: 89 492 69 452 749 57 88 131 81 22 19 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 492 69 452 749 57 88 131 81 22 19 45 PCE 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 MLF 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 Final Vol. : 89 492 69 452 749 57 88 131 81 22 19 45 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.95 0.85 0.72 0.94 0.94 0.57 0.90 0.90 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 0.62 0.38 1.00 0.30 0.70 Final Sat. : 1805 3610 1615 3502 3610 1615 1360 1107 685 1085 505 1196 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.14 0.04 0.13 0.21 0.04 0.06 0.12 0.12 0.02 0.04 0.04 Crit Moves: **** **** **** Green/Cycle: 0.18 0.25 0.25 0.20 0.27 0.27 0.40 0.40 0.40 0.40 0.40 0.40 Volume/Cap: 0.27 0.55 0.17 0.65 0.77 0.13 0.16 0.30 0.30 0.05 0.09 0.09 Delay/Veh: 21.7 20.2 17.8 24.1 23.9 16.7 11.7 12.5 12.5 11.1 11.3 11.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.7 20.2 17.8 24.1 23.9 16.7 11.7 12.5 12.5 11.1 11.3 11.3 DesignQueue: 2 13 2 12 19 1 2 3 2 0 0 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE p15 MITIG8 - Existing AM Wed Aug 27, 2003 11:38:40 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #27 Monterey Av. (NS) / Fred Waring Dr. (NS) ******************************************************************************** Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.410 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 23.9 Optimal Cycle: 77 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11---------------11--------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I--------------- 11 --------------- 11--------------- 11 ---------------� Volume Module: Base Vol: 174 455 233 66 267 40 51 420 201 253 505 147 Growth 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 Initial Bse: 174 455 233 66 267 40 51 420 201 253 505 147 User 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 PHF 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 PHF Volume: 174 455 233 66 267 40 51 420 201 253 505 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 174 455 233 66 267 40 51 420 201 253 505 147 PCE 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 MLF 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 Final Vol. : 174 455 233 66 267 40 51 420 201 253 505 147 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.86 0.86 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 3282 1641 3502 5187 1615 3502 3610 1615 3502 3610 1615 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.14 0.14 0.02 0.05 0.02 0.01 0.12 0.12 0.07 0.14 0.09 Crit Moves **** **** **** **** Green/Cycle: 0.13 0.27 0.27 0.13 0.27 0.27 0.13 0.31 0.31 0.13 0.31 0.31 Volume/Cap: 0.38 0.51 0.52 0.15 0.19 0.09 0.11 0.37 0.40 0.56 0.45 0.29 Delay/Veh: 31.2 24.0 24.1 29.9 21.5 21.0 29.7 20.9 21.4 32.9 21.5 20.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.2 24.0 24.1 29.9 21.5 21.0 29.7 20.9 21.4 32.9 21.5 20.4 DesignQueue: 7 15 7 2 8 1 2 13 6 10 15 4 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 'A MITIG8 - Existing AM Wed Aug 27, 2003 11:48:03 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #32 Monterey Av. (NS) / SR-111 (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.428 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 25.6 Optimal Cycle: 80 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 24 24 10 21 21 10 24 24 Lanes, 1 0 2 0 1 2 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 112 412 135 285 335 108 105 614 102 123 544 75 Growth 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 Initial Bse: 112 412 135 285 335 108 105 614 102 123 544 75 User 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 PHF 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 PHF Volume: 112 412 135 285 335 108 105 614 102 123 544 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 112 412 135 285 335 108 105 614 102 123 544 75 PCE 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 MLF 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 Final Vol. : 112 412 135 285 335 108 105 614 102 123 544 75 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 3502 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.06 0.11 0.08 0.08 0.09 0.07 0.06 0.17 0.06 0.07 0.15 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.29 0.29 0.14 0.30 0.30 0.13 0.29 0.29 0.14 0.30 0.30 Volume/Cap: 0.50 0.40 0.29 0.59 0.31 0.22 0.47 0.59 0.22 0.50 0.50 0.15 Delay/Veh: 34.4 23.1 22.5 34.4 21.8 21.2 34.0 25.3 21.9 33.5 23.5 20.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.4 23.1 22.5 34.4 21.8 21.2 34.0 25.3 21.9 33.5 23.5 20.7 DesignQueue: 4 13 4 11 it 3 4 20 3 5 18 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE p►l MITIG8 - Existing AM Wed Aug 27, 2003 11:42:30 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #30 Monterey Av. (NS) / I-10 WB Ramps (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.380 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 23.4 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11--------------- 11--------------- 11---------------� Control: Protected Permitted Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 10 15 0 10 15 15 10 10 10 24 0 24 Lanes: 2 0 2 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------ --------------- H--------------- 11--------------- 11 ---------------I Volume Module: Base Vol: 338 255 0 0 774 52 0 0 0 293 0 145 Growth 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 Initial Bse: 338 255 0 0 774 52 0 0 0 293 0 145 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 338 255 0 0 774 0 0 0 0 293 0 145 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 338 255 0 0 774 0 0 0 0 293 0 145 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 338 255 0 0 774 0 0 0 0 293 0 145 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.92 1.00 0.92 Lanes: 2.00 2.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.67 0.00 1.33 Final Sat. : 3502 3610 0 0 5187 1900 0 0 0 2916 0 2326 ------------I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.10 0.07 0.00 0.00 0.15 0.00 0.00 0.00 0.00 0.10 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.25 0.65 0.00 0.00 0.39 0.00 0.00 0.00 0.00 0.26 0.00 0.26 Volume/Cap: 0.38 0.11 0.00 0.00 0.38 0.00 0.00 0.00 0.00 0.38 0.00 0.24 Delay/Veh: 31.1 6.8 0.0 0.0 21.8 0.0 0.0 0.0 0.0 30.3 0.0 28.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.1 6.8 0.0 0.0 21.8 0.0 0.0 0.0 0.0 30.3 0.0 28.9 DesignQueue: 14 5 0 0 27 0 0 0 0 12 0 6 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 'Pig MITIG8 - Existing AM Wed Aug 27, 2003 10:49:07 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #1 College of the Desert (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.287 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 17.6 Optimal Cycle: 60 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 21 21 21 21 21 21 10 15 15 10 15 15 Lanes: 0 0 1! 0 0 0 1 0 0 1 1 0 1 1 0 1 0 2 0 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 2 1 1 18 1 14 29 521 5 1 781 202 Growth 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 Initial Bse: 2 1 1 18 1 14 29 521 5 1 781 202 User 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 PHF 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 PHF Volume: 2 1 1 18 1 14 29 521 5 1 781 202 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 1 1 18 1 14 29 521 5 1 781 202 PCE 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 MLF 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 Final Vol. : 2 1 1 18 1 14 29 521 5 1 781 202 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.87 0.87 0.85 0.95 0.95 0.95 0.95 0.95 0.85 Lanes: 0.50 0.25 0.25 0.95 0.05 1.00 1.00 1.98 0.02 1.00 2.00 1.00 Final Sat. : 872 436 436 1557 87 1615 1805 3572 34 1805 3610 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.01 0.01 0.01 0.02 0.15 0.15 0.00 0.22 0.13 Crit Moves: **** **** **** Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.17 0.30 0.30 0.20 0.33 0.33 Volume/Cap: 0.01 0.01 0.01 0.03 0.03 0.02 0.10 0.49 0.49 0.00 0.65 0.38 Delay/Veh: 12.7 12.7 12.7 12.8 12.8 12.8 21.3 17.6 17.6 19.2 18.3 15.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.7 12.7 12.7 12.8 12.8 12.8 21.3 17.6 17.6 19.2 18.3 15.7 DesignQueue: 0 0 0 0 0 0 1 13 0 0 18 5 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE DI°I MITIG8 - Existing AM Wed Aug 27, 2003 12:04:02 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #44 San Pablo Av. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.324 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 24.9 Optimal Cycle: 71 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 18 18 10 18 18 Lanes: 2 0 1 1 0 2 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 91 96 64 65 65 24 30 315 90 151 674 177 Growth 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 Initial Bse: 91 96 64 65 65 24 30 315 90 151 674 177 User 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 PHF 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 PHF Volume: 91 96 64 65 65 24 30 315 90 151 674 177 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 91 96 64 65 65 24 30 315 90 151 674 177 PCE 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 MLF 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 Final Vol. : 91 96 64 65 65 24 30 315 90 151 674 177 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.89 0.89 0.92 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 1.20 0.80 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 2036 1357 3502 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.03 0.05 0.05 0.02 0.02 0.01 0.02 0.09 0.06 0.08 0.19 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.30 0.30 0.14 0.30 0.30 0.14 0.25 0.25 0.14 0.25 0.25 Volume/Cap: 0.18 0.16 0.16 0.13 0.06 0.05 0.12 0.34 0.22 0.59 0.74 0.43 Delay/Veh: 27.1 18.6 18.6 26.8 18.0 17.9 26.9 21.9 21.2 32.4 27.5 23.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.1 18.6 18.6 26.8 18.0 17.9 26.9 21.9 21.2 32.4 27.5 23.0 DesignQueue: 3 3 2 2 2 1 1 9 3 5 21 5 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Vr MITIG8 - Existing AM Wed Aug 27, 2003-12:05:25- -- - - -- -Page 1-1 -------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT O8/01/2003 ------------------------------------------------ Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #45 San Pablo Av. (NS) / SR-111 (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.360 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.6 Optimal Cycle: 68 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T -- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 21 21 10 21 21 10 15 15 10 15 15 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 3 0 1 2 0 2 1 0 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 31 62 33 121 120 108 63 661 70 47 793 138 Growth 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 Initial Bse: 31 62 33 121 120 108 63 661 70 47 793 138 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 31 62 33 121 120 0 63 661 70 47 793 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 62 33 121 120 0 63 661 70 47 793 138 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 31 62 33 121 120 0 63 661 70 47 793 138 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.95 1.00 0.92 0.91 0.85 0.92 0.89 0.89 Lanes: 1.00 1.31 0.69 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.56 0.44 Final Sat. : 1805 2233 1189 1805 3610 1900 3502 5187 1615 3502 4321 752 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.03 0.03 0.07 0.03 0.00 0.02 0.13 0.04 0.01 0.18 0.18 Crit Moves: Green/Cycle: 0.15 0.31 0.31 0.15 0.31 0.00 0.15 0.22 0.22 0.15 0.22 0.22 Volume/Cap: 0.12 0.09 0.09 0.46 0.11 0.00 0.12 0.58 0.20 0.09 0.83 0.83 Delay/Veh: 25.4 16.7 16.7 27.8 16.8 0.0 25.3 24.4 21.9 25.1 30.7 30.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.4 16.7 16.7 27.8 16.8 0.0 25.3 24.4 21.9 25.1 30.7 30.7 DesignQueue: 1 2 1 4 3 0 2 20 2 2 24 4 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE VA MITIG8 - Existing AM Wed Aug 27, 2003 12:02:23 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #43 San Luis Rey Av. (NS) / SR-111 (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.407 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 22.5 Optimal Cycle: 60 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 74 37 81 56 38 36 51 663 60 92 880 38 Growth 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 Initial Bse: 74 37 81 56 38 36 51 663 60 92 880 38 User 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 PHF 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 PHF Volume: 74 37 81 56 38 36 51 663 60 92 880 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 37 81 56 38 36 51 663 60 92 880 38 PCE 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 MLF 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 Final Vol. : 74 37 81 56 38 36 51 663 60 92 880 38 ------------I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.79 0.79 0.85 0.82 0.82 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 0.67 0.33 1.00 0.60 0.40 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1003 502 1615 928 630 1615 1805 3610 1615 1805 3610 1615 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.07 0.05 0.06 0.06 0.02 0.03 0.18 0.04 0.05 0.24 0.02 Crit Moves: **** **** **** Green/Cycle: 0.40 0.40 0.40 0.40 0.40 0.40 0.17 0.27 0.27 0.18 0.28 0.28 Volume/Cap: 0.18 0.18 0.13 0.15 0.15 0.06 0.17 0.68 0.14 0.28 0.86 0.08 Delay/Veh: 11.8 11.8 11.5 11.6 11.6 11.1 21.7 21.6 16.7 21.7 27.9 15.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.8 11.8 11.5 11.6 11.6 11.1 21.7 21.6 16.7 21.7 27.9 15.9 DesignQueue: 2 1 2 1 1 1 1 17 1 3 22 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE DT7- Existing AM Wed Aug 13, 2003 16:52:17 Page 40-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) Intersection #39 Portola Av. (NS) / Gerald Ford Dr. (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.409 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 11.6 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 2 0 2 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 284 0 2 0 0 0 0 235 257 5 316 0 Growth 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 Initial Bse: 284 0 2 0 0 0 0 235 257 5 316 0 User 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 PHF 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 PHF Volume: 284 0 2 0 0 0 0 235 257 5 316 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 284 0 2 0 0 0 0 235 257 5 316 0 PCE 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 MLF 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 Final Vol. : 284 0 2 0 0 0 0 235 257 5 316 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 1003 0 596 0 0 0 0 1113 628 982 1064 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.28 xxxx 0.00 xxxx xxxx xxxx xxxx 0.21 0.41 0.01 0.30 xxxx Crit Moves: **** **** **** Delay/Veh: 12.1 0.0 8.4 0.0 0.0 0.0 0.0 10.6 11.9 9.8 11.8 0.0 Delay 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 AdjDel/Veh: 12.1 0.0 8.4 0.0 0.0 0.0 0.0 10.6 11.9 9.8 11.8 0.0 LOS by Move: B * A * * * * B B A B ApproachDel: 12.1 xxxxxX 11.3 11.8 Delay Adj : 1.00 xxxxx 1.00 1.00 ApprAdjDel: 12.1 xxxxxX 11.3 11.8 LOS by Appr: B * B B Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Existing AM Wed Aug 13, 2003 16:52:17 Page 38-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT O8/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #37 Portola Av. (NS) / Frank Sinatra Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.428 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 14.4 Optimal Cycle: 0 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 74 240 41 24 363 14 9 248 128 51 293 13 Growth 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 Initial Bse: 74 240 41 24 363 14 9 248 128 51 293 13 User 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 PHF 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 PHF Volume: 74 240 41 24 363 14 9 248 128 51 293 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 240 41 24 363 14 9 248 128 51 293 13 PCE 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 MLF 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 Final Vol. : 74 240 41 24 363 14 9 248 128 51 293 13 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 388 825 443 393 848 451 387 832 452 388 830 442 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.19 0.29 0.09 0.06 0.43 0.03 0.02 0.30 0.28 0.13 0.35 0.03 Crit Moves: **** **** **** *+++ Delay/Veh: 13.3 14.0 10.9 11.8 16.3 10.3 11.6 14.1 12.9 12.7 15.0 10.4 Delay 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 AdjDel/Veh: 13.3 14.0 10.9 11.8 16.3 10.3 11.6 14.1 12.9 12.7 15.0 10.4 LOS by Move: B B B B C B B B B B C B ApproachDel: 13.5 15.8 13.6 14.5 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 13.5 15.8 13.6 14.5 LOS by Appr: B C B B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Existing AM Wed Aug 27, 2003 11:53:50 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #36 Portola Av. (NS) / Country Club Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.499 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 25.7 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 168 210 95 45 279 20 23 430 225 195 615 26 Growth 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 Initial Bse: 168 210 95 45 279 20 23 430 225 195 615 26 User 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 PHF 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 PHF Volume: 168 210 95 45 279 20 23 430 225 195 615 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 210 95 45 279 20 23 430 225 195 615 26 PCE 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 MLF 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 Final Vol. : 168 210 95 45 279 20 23 430 225 195 615 26 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.09 0.06 0.06 0.02 0.08 0.01 0.01 0.12 0.14 0.11 0.17 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.69 0.20 0.21 0.18 0.27 0.04 0.09 0.42 0.49 0.80 0.60 0.06 Delay/Veh: 38.6 20.3 20.4 28.8 20.7 19.3 28.2 21.8 22.9 47.9 23.9 19.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.6 20.3 20.4 28.8 20.7 19.3 28.2 21.8 22.9 47.9 23.9 19.3 DesignQueue: 6 6 3 2 8 1 1 13 7 7 19 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V`4 MITIG8 - Existing AM Wed Aug 27, 2003 11:56:30 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection 440 Portola Av. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.613 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 20.7 Optimal Cycle: 61 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Permitted Protected Protected Protected Rights: Include Include Include Include ' Min. Green: 10 21 21 10 10 10 10 10 10 21 10 21 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 702 213 410 772 0 0 0 0 393 0 357 Growth 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 Initial Bse: 0 702 213 410 772 0 0 0 0 393 0 357 User 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 PHF 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 PHF Volume: 0 702 213 410 772 0 0 0 0 393 0 357 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 702 213 410 772 0 0 0 0 393 0 357 PCE 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 MLF 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 Final Vol. : 0 702 213 410 772 0 0 0 0 393 0 357 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 1.00 1.00 1.00 0.92 1.00 0.85 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat. : 0 3610 1615 1805 3610 0 0 0 0 3502 0 1615 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.13 0.23 0.21 0.00 0.00 0.00 0.00 0.11 0.00 0.22 Crit Moves: **** **** ***+ Green/Cycle: 0.00 0.30 0.30 0.27 0.57 0.00 0.00 0.00 0.00 0.30 0.00 0.30 Volume/Cap: 0.00 0.65 0.44 0.84 0.37 0.00 0.00 0.00 0.00 0.37 0.00 0.74 Delay/Veh: 0.0 22.7 20.4 36.0 8.3 0.0 0.0 0.0 0.0 19.5 0.0 27.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 22.7 20.4 36.0 8.3 0.0 0.0 0.0 0.0 19.5 0.0 27.9 DesignQueue: 0 20 6 12 14 0 0 0 0 11 0 10 ++++++*+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE DTS MITIG8 - Existing AM Wed Aug 27, 2003 11:59:27 Page 1-1 ----------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 ------------------------------------------------------------------ Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #41 Portola Av. (NS) / Magnesia Falls Dr. (EW) ******************************************************************************** . cycle (sec) : 0 Critical Vol./Cap. (X) : 0.336 Lo'ssfTjme (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 25.9 Optimal Cycle: 71 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------- --------------- --------------- ---------------� Acontpol: Protected Protected Protected Protected Include Include Include Include .Mirj. Green: 10 18 18 10 18 18 10 21 21 10 21 21 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 13 519 30 55 691 5 8 4 22 34 3 121 Growth 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 Initial Bse: 13 519 30 55 691 5 8 4 22 34 3 121 User 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 PHF 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 PHF Volume: 13 519 30 55 691 5 8 4 22 34 3 121 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 519 30 55 691 5 8 4 22 34 3 121 PCE 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 MLF 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 Final Vol. : 13 519 30 55 691 5 8 4 22 34 3 121 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.95 0.95 0.95 0.87 0.87 0.95 1.00 0.85 Lanes: 1.00 1.89 0.11 1.00 1.99 0.01 1.00 0.15 0.85 1.00 1.00 1.00 Final Sat. : 1805 3385 196 1805 3580 26 1805 255 1404 1805 1900 1615 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.01 0.15 0.15 0.03 0.19 0.19 0.00 0.02 0.02 0.02 0.00 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.25 0.25 0.14 0.25 0.25 0.14 0.30 0.30 0.14 0.30 0.30 Volume/Cap: 0.05 0.60 0.60 0.22 0.76 0.76 0.03 0.05 0.05 0.13 0.01 0.25 Delay/Veh: 26.5 24.5 24.5 27.5 28.3 28.3 26.4 17.9 17.9 26.9 17.6 19.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.5 24.5 24.5 27.5 28.3 28.3 26.4 17.9 17.9 26.9 17.6 19.3 DesignQueue: 0 16 1 2 21 0 0 0 1 1 0 3 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Existing AM Wed Aug 27, 2003 11:55:05 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 438 Portola Av. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.557 A Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.4 Optimal Cycle: 74 Level Of Service: C 1� J Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11 --------------- 11 --------------- 11---------------� K Control: Protected Protected Protected Protected ` )1 Rights: Ignore Ignore Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I--------------- 11 --------------- 11--------------- 11---------------� Volume Module: Base Vol: 76 298 83 61 454 290 101 341 57 173 822 48 Growth 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 Initial Bse: 76 298 83 61 454 290 101 341 57 173 822 48 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 76 298 0 61 454 0 101 341 57 173 822 48 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 76 298 0 61 454 0 101 341 57 173 822 48 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 76 298 0 61 454 0 101 341 57 173 822 48 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 0.85 0.95 0.94 0.94 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.89 0.11 Final Sat. : 1805 3610 1900 1805 3610 1900 1805 3610 1615 1805 3384 198 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.04 0.08 0.00 0.03 0.13 0.00 0.06 0.09 0.04 0.10 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.00 0.14 0.28 0.00 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.31 0.29 0.00 0.25 0.44 0.00 0.41 0.33 0.12 0.71 0.86 0.86 Delay/Veh: 29.6 20.8 0.0 29.2 22.0 0.0 30.5 21.2 19.8 39.9 32.4 32.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.6 20.8 0.0 29.2 22.0 0.0 30.5 21.2 19.8 39.9 32.4 32.4 DesignQueue: 3 9 0 2 14 0 4 10 2 6 26 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE NO MITIG8 - Existing AM Wed Aug 27, 2003 12:00:59 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #42 Portola Av. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ cycle (sec) : 0 Critical Vol./Cap. (X) : 0.568 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.5 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 212 402 136 160 616 125 98 884 165 297 1141 103 Growth 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 Initial Bse: 212 402 136 160 616 125 98 884 165 297 1141 103 User 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 PHF 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 PHF Volume: 212 402 136 160 616 125 98 884 165 297 1141 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 212 402 136 160 616 125 98 884 165 297 1141 103 PCE 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 MLF 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 Final Vol. : 212 402 136 160 616 125 98 884 165 297 1141 103 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.11 0.08 0.05 0.17 0.08 0.03 0.17 0.10 0.08 0.22 0.06 Crit Moves: **** **** **** ++++ Green/Cycle: 0.13 0.31 0.31 0.13 0.31 0.31 0.13 0.27 0.27 0.13 0.27 0.27 Volume/Cap: 0.47 0.36 0.27 0.35 0.55 0.25 0.22 0.62 0.37 0.65 0.81 0.23 Delay/Veh: 31.8 20.7 20.2 31.0 22.6 20.0 30.2 25.4 23.2 35.2 29.6 22.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.8 20.7 20.2 31.0 22.6 20.0 30.2 25.4 23.2 35.2 29.6 22.0 DesignQueue: 8 12 4 6 19 4 4 29 5 11 37 3 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE DZ$ MITIG8 - Existing AM Wed Aug 27, 2003 11:24:48 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection 419 E1 Paseo - Cabrillo Av. (NS) / SR-111 (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.365 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 23.3 Optimal Cycle: 64 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11 --------------- 11--------------- 11 --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 21 21 10 18 18 Lanes: 1 0 1 0 2 1 0 1 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I--------------- --------------- 11--------------- ---------------� Volume Module: Base Vol: 5 7 182 15 55 29 28 600 29 150 994 20 Growth 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 Initial Bse: 5 7 182 15 55 29 28 600 29 150 994 20 User 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 PHF 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 PHF Volume: 5 7 182 15 55 29 28 600 29 150 994 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 7 182 15 55 29 28 600 29 150 994 20 PCE 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 MLF 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 Final Vol. : 5 7 182 15 55 29 28 600 29 150 994 20 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 1.00 0.75 0.76 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 1.00 2.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1374 1900 2842 1450 1900 1615 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.06 0.01 0.03 0.02 0.02 0.17 0.02 0.08 0.28 0.01 Crit Moves: **** **** **** Green/Cycle: 0.38 0.38 0.38 0.38 0.38 0.38 0.17 0.33 0.33 0.16 0.31 0.31 Volume/Cap: 0.01 0.01 0.17 0.03 0.08 0.05 0.09 0.51 0.05 0.53 0.88 0.04 Delay/Veh: 12.6 12.6 13.4 12.7 12.9 12.8 22.4 17.7 14.8 26.8 29.5 15.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.6 12.6 13.4 12.7 12.9 12.8 22.4 17.7 14.8 26.8 29.5 15.4 DesignQueue: 0 0 4 0 1 1 1 15 1 5 26 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N 1 MITIG8 - Existing AM Thu Aug 28, 2003 18:47:25 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - MW 08/28/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #11 Deep Canyon Rd. (NS) / Fred Waring Dr. (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.127 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 92.1 Optimal Cycle: 120 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 21 21 10 18 18 7 21 21 10 18 18 Lanes: 1 0 1 0 1 2 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 78 487 681 440 299 27 67 1024 37 265 1418 694 Growth 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 Initial Bse: 78 487 681 440 299 27 67 1024 37 265 1418 694 User 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 PHF 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 PHF Volume: 78 487 681 440 299 27 67 1024 37 265 1418 694 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 487 681 440 299 27 67 1024 37 265 1418 694 PCE 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 MLF 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 Final Vol. : 78 487 681 440 299 27 67 1024 37 265 1418 694 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.85 0.95 0.95 0.95 0.95 0.95 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.93 0.07 1.00 2.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 1615 1805 3467 125 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.26 0.42 0.13 0.16 0.02 0.04 0.30 0.30 0.15 0.39 0.43 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.36 0.36 0.11 0.41 0.41 0.06 0.29 0.29 0.14 0.37 0.37 Volume/Cap: 0.74 0.71 1.16 1.16 0.38 0.04 0.64 1.03 1.03 1.03 1.06 1.16 Delay/Veh: 79.8 36.1 128.4 151.3 24.8 21.0 67.5 79.4 79.4 116.2 80.4 127.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 79.8 36.1 128.4 151.3 24.8 21.0 67.5 79.4 79.4 116.2 80.4 127.7 DesignQueue: 5 22 32 27 12 1 4 53 2 16 66 32 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE D50 MITIG8 - Existing AM Thu Aug 28, 2003 18:51:20 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - MW 08/28/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Deep Canyon Rd. (NS) / SR-111 (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.605 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.5 Optimal Cycle: 68 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 21 21 7 21 21 7 21 21 7 21 21 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 3 0 1 1 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 52 127 103 218 165 147 110 869 34 85 1400 194 Growth 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 Initial Bse: 52 127 103 218 165 147 110 869 34 85 1400 194 User 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 PHF 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 PHF Volume: 52 127 103 218 165 147 110 869 34 85 1400 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 52 127 103 218 165 147 110 869 34 85 1400 194 PCE 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 MLF 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 Final Vol. : 52 127 103 218 165 147 110 869 34 85 1400 194 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.95 0.88 0.88 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.10 0.90 1.00 1.06 0.94 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1805 1860 1508 1805 1774 1580 1805 5187 1615 1805 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.07 0.07 0.12 0.09 0.09 0.06 0.17 0.02 0.05 0.27 0.12 Crit Moves **** **** **** **** Green/Cycle: 0.10 0.25 0.25 0.16 0.31 0.31 0.08 0.34 0.34 0.11 0.37 0.37 Volume/Cap: 0.28 0.28 0.28 0.74 0.30 0.30 0.74 0.50 0.06 0.42 0.74 0.33 Delay/Veh: 36.1 26.0 26.0 43.3 22.6 22.6 55.7 22.7 19.2 36.6 25.0 19.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.1 26.0 26.0 43.3 22.6 22.6 55.7 22.7 19.2 36.6 25.0 19.8 DesignQueue: 2 5 4 9 6 5 5 28 1 4 45 6 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 2) MITIG8 - Existing AM Wed Aug 27, 2003 11:26:11 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #21 Hospitality Dr. (NS) / SR-111 (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.436 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 20.0 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 21 21 21 21 21 21 10 18 18 10 18 18 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 80 16 112 17 24 12 11 688 ill 207 918 21 Growth 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 Initial Bse: 80 16 112 17 24 12 11 688 ill 207 918 21 User 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 PHF 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 PHF Volume: 80 16 112 17 24 12 11 688 ill 207 918 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 80 16 112 17 24 12 11 688 ill 207 918 21 PCE 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 MLF 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 Final Vol. : 80 16 112 17 24 12 11 688 ill 207 918 21 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 0.77 0.85 0.91 0.91 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 0.83 0.17 1.00 0.41 0.59 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1224 245 1615 718 1013 1615 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.07 0.07 0.02 0.02 0.01 0.01 0.19 0.07 0.11 0.25 0.01 Crit Moves: **** *+*+ *+*+ Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.18 0.31 0.31 0.19 0.32 0.32 Volume/Cap: 0.19 0.19 0.20 0.07 0.07 0.02 0.03 0.61 0.22 0.61 0.79 0.04 Delay/Veh: 13.7 13.7 13.8 13.0 13.0 12.8 20.4 18.5 15.5 25.6 22.3 14.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.7 13.7 13.8 13.0 13.0 12.8 20.4 18.5 15.5 25.6 22.3 14.0 DesignQueue: 2 0 2 0 1 0 0 17 3 6 22 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE p32 MITIG8 - Existing AM Wed Aug 27, 2003 11:01:06 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #8 Cook St. (NS) / I-10 WB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.357 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 8.5 Optimal Cycle: 60 Level Of Service: A ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Permitted Permitted Split Phase Split Phase Rights: Ignore Include Include Include Min. Green: 0 15 15 0 15 15 0 0 0 21 21 21 Lanes: 0 0 2 0 1 0 0 2 1 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 67 342 0 247 389 0 0 0 132 0 5 Growth 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 Initial Bse: 0 67 342 0 247 389 0 0 0 132 0 5 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 67 0 0 247 389 0 0 0 132 0 5 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 67 0 0 247 389 0 0 0 132 0 5 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 67 0 0 247 389 0 0 0 132 0 5 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 1.00 1.00 0.83 0.83 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 0.00 2.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1900 0 3140 1570 0 0 0 1805 0 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.02 0.00 0.00 0.08 0.25 0.00 0.00 0.00 0.07 0.00 0.00 Crit Moves: ++++ ++++ Green/Cycle: 0.00 0.55 0.00 0.00 0.55 0.55 0.00 0.00 0.00 0.35 0.00 0.35 Volume/Cap: 0.00 0.03 0.00 0.00 0.14 0.45 0.00 0.00 0.00 0.21 0.00 0.01 Delay/Veh: 0.0 6.2 0.0 0.0 6.6 8.3 0.0 0.0 0.0 13.8 0.0 12.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 6.2 0.0 0.0 6.6 8.3 0.0 0.0 0.0 13.8 0.0 12.7 DesignQueue: 0 1 0 0 4 6 0 0 0 3 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 933 MITIG8 - Existing AM Wed Aug 27, 2003 11:00:14 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #7 Cook St. (NS) / I-10 EB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.601 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 21.6 Optimal Cycle: 60 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 21 21 21 0 0 0 Lanes: 0 0 2 1 0 1 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 380 164 25 367 0 22 2 662 0 0 0 Growth 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 Initial Bse: 0 380 164 25 367 0 22 2 662 0 0 0 User 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 PHF 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 PHF Volume: 0 380 164 25 367 0 22 2 662 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 380 164 25 367 0 22 2 662 0 0 0 PCE 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 MLF 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 Final Vol. : 0 380 164 25 367 0 22 2 662 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.87 0.87 0.95 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.10 0.90 1.00 3.00 0.00 1.83 0.17 1.00 0.00 0.00 0.00 Final Sat. : 0 3460 1493 1805 5187 0 2961 269 1615 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.11 0.11 0.01 0.07 0.00 0.01 0.01 0.41 0.00 0.00 0.00 Crit Moves: **** **** ***+ Green/Cycle: 0.00 0.19 0.19 0.13 0.31 0.00 0.58 0.58 0.58 0.00 0.00 0.00 Volume/Cap: 0.00 0.59 0.59 0.11 0.23 0.00 0.01 0.01 0.71 0.00 0.00 0.00 Delay/Veh: 0.0 30.6 30.6 31.3 20.4 0.0 7.3 7.3 14.9 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 30.6 30.6 31.3 20.4 0.0 7.3 7.3 14.9 0.0 0.0 0.0 DesignQueue: 0 14 6 1 11 0 0 0 14 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 03L� MITIG8 - Existing AM Wed Aug 27, 2003 10:55:35 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #5 Cook St. (NS) / Gerald Ford Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.457 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 25.0 Optimal Cycle: 71 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 15 15 10 18 18 10 21 21 10 21 21 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 73 471 7 53 1083 96 80 83 74 1 136 95 Growth 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 Initial Bse: 73 471 7 53 1083 96 80 83 74 1 136 95 User 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 PHF 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 PHF Volume: 73 471 7 53 1083 96 80 83 74 1 136 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 471 7 53 1083 96 80 83 74 1 136 95 PCE 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 MLF 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 Final Vol. : 73 471 7 53 1083 96 80 83 74 1 136 95 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.09 0.00 0.02 0.30 0.06 0.02 0.02 0.05 0.00 0.04 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.34 0.34 0.23 0.47 0.47 0.10 0.21 0.21 0.10 0.21 0.21 Volume/Cap: 0.21 0.27 0.01 0.07 0.64 0.13 0.23 0.11 0.22 0.00 0.18 0.28 Delay/Veh: 41.7 23.9 21.8 30.3 20.9 15.0 41.8 32.0 33.0 40.5 32.5 33.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.7 23.9 21.8 30.3 20.9 15.0 41.8 32.0 33.0 40.5 32.5 33.6 DesignQueue: 4 18 0 2 34 3 4 4 3 0 6 4 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PS5 MITIG8 - Existing AM Wed Aug 27, 2003 10:51:31 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #3 Cook St. (NS) / Frank Sinatra Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.509 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.6 Optimal Cycle: 74 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 2 0 1 1 0 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 144 431 39 36 994 174 138 105 146 43 254 32 Growth 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 Initial Bse: 144 431 39 36 994 174 138 105 146 43 254 32 User 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 PHF 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 PHF Volume: 144 431 39 36 994 174 138 105 146 43 254 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 431 39 36 994 174 138 105 146 43 254 32 PCE 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 MLF 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 Final Vol. : 144 431 39 36 994 174 138 105 146 43 254 32 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.94 0.94 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 1.83 0.17 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 3271 296 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.13 0.13 0.01 0.28 0.11 0.04 0.03 0.09 0.01 0.07 0.02 Crit Moves: **** **** **++ **++ Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.30 0.46 0.46 0.08 0.97 0.38 0.29 0.10 0.32 0.09 0.25 0.07 Delay/Veh: 29.2 22.2 22.2 28.0 47.3 21.8 29.2 19.6 21.3 28.1 20.5 19.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.2 22.2 22.2 28.0 47.3 21.8 29.2 19.6 21.3 28.1 20.5 19.4 DesignQueue: 5 13 1 1 31 5 5 3 4 2 8 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ✓.. MITIG8 - Existing AM Wed Aug 27, 2003 10:50:27 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection 42 Cook St. (NS) / Country Club Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.518 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.6 Optimal Cycle: 74 Level Of Service: C +++++++++++++++++++++++++++++++++++++++++++*++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11--------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I--------------- --------------- 11--------------- --------------- � Volume Module: Base Vol: 94 495 140 92 1007 171 105 164 123 182 194 147 Growth 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 Initial Bse: 94 495 140 92 1007 171 105 164 123 182 194 147 User 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 PHF 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 PHF Volume: 94 495 140 92 1007 171 105 164 123 182 194 147 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 495 140 92 1007 171 105 164 123 182 194 147 PCE 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 MLF 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 Final Vol. : 94 495 140 92 1007 171 105 164 123 182 194 147 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.03 0.14 0.09 0.03 0.28 0.11 0.03 0.05 0.08 0.05 0.05 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.20 0.48 0.31 0.19 0.98 0.37 0.22 0.16 0.27 0.38 0.19 0.32 Delay/Veh: 28.6 22.4 21.2 28.6 50.2 21.7 28.8 20.0 20.9 29.7 20.1 21.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.6 22.4 21.2 28.6 50.2 21.7 28.8 20.0 20.9 29.7 20.1 21.3 DesignQueue: 3 15 4 3 32 5 4 5 4 7 6 4 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE p�1 MITIG8 - Existing AM Wed Aug 27, 2003 10:57:25 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #6 Cook St. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.578 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.5 h Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 2 0 2 0 1 2 0 2 0 1 1 0 1 1 0 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- ) Volume Module: Base Vol: 129 691 155 157 887 217 176 320 166 175 421 150 Growth 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 Initial Bse: 129 691 155 157 887 217 176 320 166 175 421 150 User 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 PHF 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 PHF Volume: 129 691 155 157 887 217 176 320 166 175 421 150 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 691 155 157 887 217 176 320 166 175 421 150 PCE 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 MLF 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 Final Vol. : 129 691 155 157 887 217 176 320 166 175 421 150 ------------I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.95 0.90 0.90 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 1.32 0.68 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 1805 2256 1170 3502 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.19 0.10 0.04 0.25 0.13 0.10 0.14 0.14 0.05 0.12 0.09 Crit Moves: **** **** **** +**+ Green/Cycle: 0.12 0.32 0.32 0.15 0.35 0.35 0.14 0.26 0.26 0.12 0.25 0.25 Volume/Cap: 0.31 0.60 0.30 0.29 0.69 0.38 0.69 0.54 0.54 0.40 0.47 0.38 Delay/Veh: 34.8 25.2 22.1 32.3 25.2 20.9 42.9 27.6 27.6 34.9 27.7 27.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.8 25.2 22.1 32.3 25.2 20.9 42.9 27.6 27.6 34.9 27.7 27.2 DesignQueue: 5 23 5 6 29 7 7 12 6 7 15 5 ++++++++++++++*+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Ns MITIG8 - Existing AM Thu Aug 28, 2003 18:39:11 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - MW 08/28/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #4 Cook St. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 'L.432- vle- Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 78.8 Optimal Cycle: 120 Level Of Service: E ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- ---------------11--------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 21 21 10 21 21 10 21 21 7 21 21 Lanes: 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I --------------- 11 --------------- ---------------11---------------� Volume Module: Base Vol: 104 440 22 424 698 716 379 825 167 190 1474 600 Growth 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 Initial Bse: 104 440 22 424 698 716 379 825 167 190 1474 600 User 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 PHF 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 PHF Volume: 104 440 22 424 698 716 379 825 167 190 1474 600 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 440 22 424 698 716 379 825 167 190 1474 600 PCE 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 MLF 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 Final Vol. : 104 440 22 424 698 716 379 825 167 190 1474 600 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 1805 3610 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.06 0.12 0.01 0.12 0.19 0.44 0.11 0.23 0.10 0.05 0.41 0.37 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.17 0.17 0.27 0.39 0.39 0.09 0.39 0.39 0.06 0.36 0.36 Volume/Cap: 0.99 0.70 0.08 0.45 0.50 1.14 1.14 0.58 0.26 0.93 1.14 1.04 Delay/Veh: 140.1 49.9 41.5 36.5 28.1 118.0 147.4 29.1 24.7 99.9 112 86.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 140.1 49.9 41.5 36.5 28.1 118.0 147.4 29.1 24.7 99.9 112 86.1 DesignQueue: 7 25 1 21 30 32 23 35 7 12 70 28 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE a37 MITIG8 - Existing AM Wed Aug 27, 2003 11:02:25 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #9 Cook St. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.511 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.0 Optimal Cycle: 85 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 21 21 21 21 21 21 10 21 21 10 21 21 Lanes: 1 0 1 1 0 1 1 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 29 103 50 168 144 179 144 636 37 94 948 222 Growth 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 Initial Bse: 29 103 50 168 144 179 144 636 37 94 948 222 User 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 PHF 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 PHF Volume: 29 103 50 168 144 179 144 636 37 94 948 222 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 29 103 50 168 144 179 144 636 37 94 948 222 PCE 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 MLF 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 Final Vol. : 29 103 50 168 144 179 144 636 37 94 948 222 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.93 0.93 0.85 0.95 0.94 0.94 0.95 0.95 0.85 Lanes: 1.00 1.35 0.65 1.62 1.38 1.00 1.00 1.89 0.11 1.00 2.00 1.00 Final Sat. : 1805 2311 1122 2840 2434 1615 1805 3384 197 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.04 0.04 0.06 0.06 0.11 0.08 0.19 0.19 0.05 0.26 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.22 0.22 0.22 0.22 0.22 0.11 0.29 0.29 0.14 0.33 0.33 Volume/Cap: 0.07 0.20 0.20 0.27 0.27 0.50 0.76 0.64 0.64 0.37 0.80 0.42 Delay/Veh: 29.4 30.3 30.3 30.8 30.8 33.5 57.4 30.7 30.7 38.1 33.4 25.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.4 30.3 30.3 30.8 30.8 33.5 57.4 30.7 30.7 38.1 33.4 25.5 DesignQueue: 1 4 2 7 6 8 7 25 1 4 36 8 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE go Existing AM Wed Aug 13, 2003 16:52:17 Page 21-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #20 Gerald Ford Dr. (NS) / Frank Sinatra Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Average Delay (sec/veh) : 2.5 Worst Case Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 1 0 1 ------------ --------------- --------------- --------------- --------------- � volume Module: Base Vol: 0 0 0 135 0 1 2 108 0 0 204 194 Growth 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 Initial Bse: 0 0 0 135 0 1 2 108 0 0 204 194 User 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 PHF 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 PHF Volume: 0 0 0 135 0 1 2 108 0 0 204 194 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 135 0 1 2 108 0 0 204 194 ------------ I --------------- --------------- --------------- 11 --------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 316 xxxx 204 398 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 681 xxxx 842 1172 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 680 xxxx 842 1172 xxxx xxxxx xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 11.6 xxxx 9.3 8.1 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * A A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx 11.6 xxxxxx xxxxxx ApproachLOS: * B Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Existing AM Wed Aug 27, 2003 11:17:39 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #14 Eldorado Dr. (NS) / Country Club Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.331 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 23.6 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 49 70 78 46 37 38 26 448 36 52 682 49 Growth 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 Initial Bse: 49 70 78 46 37 38 26 448 36 52 682 49 User Adj : 1.00 1.00 1.00 1.00 1.00 1.O0 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 49 70 78 46 37 38 26 448 36 52 682 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 70 78 46 37 38 26 448 36 52 682 49 PCE 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 MLF 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 Final Vol. : 49 70 78 46 37 38 26 448 36 52 682 49 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 1805 3610 1615 1805 3610 1615 ------------I--------------- --------------- --------------- --------------- f Capacity Analysis Module: Vol/Sat: 0.03 0.02 0.05 0.03 0.01 0.02 0.01 0.12 0.02 0.03 0.19 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.20 0.07 0.17 0.19 0.04 0.08 0.11 0.44 0.08 0.21 0.67 0.11 Delay/Veh: 28.9 19.4 20.1 28.8 19.2 19.5 28.3 22.0 19.5 28.9 25.1 19.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.9 19.4 20.1 28.8 19.2 19.5 28.3 22.0 19.5 28.9 25.1 19.7 DesignQueue: 2 2 2 2 1 1 1 14 1 2 21 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Existing AM Wed Aug 13, 2003 16:52:17 Page 16-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #15 Eldorado Dr. (NS) / Frank Sinatra Dr. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.401 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 10.3 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 88 5 8 9 1 50 11 147 81 12 253 3 Growth 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 Initial Bse: 88 5 8 9 1 50 11 147 81 12 253 3 User 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 PHF 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 PHF Volume: 88 5 8 9 1 50 11 147 81 12 253 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 5 8 9 1 50 11 147 81 12 253 3 PCE 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 MLF 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 Final Vol. : 88 5 8 9 1 50 11 147 81 12 253 3 ------------ --------------- --------------- --------------- H---------------I Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 0.90 0.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 515 552 618 472 52 632 563 614 695 575 630 710 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.17 0.01 0.01 0.02 0.02 0.08 0.02 0.24 0.12 0.02 0.40 0.00 Crit Moves: **** **** **** **** Delay/Veh: 10.5 8.8 8.1 9.2 9.2 8.3 8.9 10.0 8.2 8.9 11.7 7.6 Delay 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 AdjDel/Veh: 10.5 8.8 8.1 9.2 9.2 8.3 8.9 10.0 8.2 8.9 11.7 7.6 LOS by Move: B A A A A A A A A A B A ApproachDel: 10.2 8.5 9.4 11.5 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 10.2 8.5 9.4 11.5 LOS by Appr: B A A B ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ��J Existing AM Wed Aug 13, 2003 16:52:17 Page 17-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #16 Eldorado Dr. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.749 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 16.1 Optimal Cycle: 0 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 0 1 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 62 0 94 72 226 0 0 452 79 Growth 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 Initial Bse: 0 0 0 62 0 94 72 226 0 0 452 79 User 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 PHF 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 PHF Volume: 0 0 0 62 0 94 72 226 0 0 452 79 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 62 0 94 72 226 0 0 452 79 PCE 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 MLF 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 Final Vol. : 0 0 0 62 0 94 72 226 0 0 452 79 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.85 0.15 Final Sat. : 0 0 0 490 0 583 592 646 0 0 604 106 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx 0.13 xxxx 0.16 0.12 0.35 xxxx xxxx 0.75 0.75 Crit Moves: Delay/Veh: 0.0 0.0 0.0 10.5 0.0 9.4 9.4 10.9 0.0 0.0 21.1 21.1 Delay 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 AdjDel/Veh: 0.0 0.0 0.0 10.5 0.0 9.4 9.4 10.9 0.0 0.0 21.1 21.1 LOS by Move: * * * B * A A B * * C C ApproachDel: xxxxxx 9.8 10.6 21.1 Delay Adj : xxxxx 1.00 1.00 1.00 ApprAdjDel: xxxxxx 9.8 10.6 21.1 LOS by Appr: * A B C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 04L MITIG8 - Existing AM Wed Aug 27, 2003 11:19:28 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #17 Eldorado Dr. (NS) / SR-111 (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.589 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 23.3 Optimal Cycle: 61 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 21 21 21 21 21 21 10 21 21 10 15 15 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 26 66 69 135 60 31 32 734 19 108 1430 102 Growth 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 Initial Bse: 26 66 69 135 60 31 32 734 19 108 1430 102 User 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 PHF 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 PHF Volume: 26 66 69 135 60 31 32 734 19 108 1430 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 66 69 135 60 31 32 734 19 108 1430 102 PCE 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 MLF 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 Final Vol. : 26 66 69 135 60 31 32 734 19 108 1430 102 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.69 0.95 0.85 0.71 0.90 0.90 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 1.32 0.68 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1317 3610 1615 1355 2259 1167 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.04 0.10 0.03 0.03 0.02 0.20 0.01 0.06 0.40 0.06 Crit Moves: **** **** **** Green/Cycle: 0.30 0.30 0.30 0.30 0.30 0.30 0.14 0.39 0.39 0.18 0.43 0.43 Volume/Cap: 0.07 0.06 0.14 0.33 0.09 0.09 0.12 0.53 0.03 0.32 0.92 0.15 Delay/Veh: 17.6 17.5 18.1 19.5 17.7 17.7 26.4 16.9 13.3 25.3 28.6 12.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 17.6 17.5 18.1 19.5 17.7 17.7 26.4 16.9 13.3 25.3 28.6 12.3 DesignQueue: 1 2 2 4 2 1 1 18 0 3 35 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE p� MITIG8 - Existing AM Wed Aug 27, 2003 11:04:27 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #10 Oasis Club Dr. (NS) / Country Club Dr. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.257 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 18.7 Optimal Cycle: 61 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- --------------- ---------------� Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 21 21 21 21 21 21 10 21 21 10 15 15 Lanes: 1 0 1 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 122 114 63 73 89 25 19 398 49 30 874 161 Growth 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 Initial Bse: 122 114 63 73 89 25 19 398 49 30 874 161 User 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 PHF 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 PHF Volume: 122 114 63 73 89 25 19 398 49 30 874 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 114 63 73 89 25 19 398 49 30 874 161 PCE 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 MLF 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 Final Vol. : 122 114 63 73 89 25 19 398 49 30 874 161 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.70 1.00 0.85 0.68 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1326 1900 1615 1284 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.06 0.04 0.06 0.02 0.02 0.01 0.11 0.03 0.02 0.24 0.10 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.20 0.34 0.34 0.16 0.30 0.30 Volume/Cap: 0.27 0.17 0.11 0.17 0.07 0.04 0.05 0.32 0.09 0.10 0.79 0.33 Delay/Veh: 14.8 14.1 13.7 14.1 13.5 13.4 19.6 14.9 13.6 21.8 23.5 16.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.8 14.1 13.7 14.1 13.5 13.4 19.6 14.9 13.6 21.8 23.5 16.8 DesignQueue: 3 3 1 2 2 1 1 9 1 1 22 4 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PLO Existing AM Wed Aug 13, 2003 16:52:17 Page 34-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) Intersection #33 Oasis Club Dr. (NS) / Hovley Ln. East (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.540 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 12.7 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 113 0 45 64 291 0 0 520 195 Growth 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 Initial Bse: 0 0 0 113 0 45 64 291 0 0 520 195 User 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 PHF 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 PHF Volume: 0 0 0 113 0 45 64 291 0 0 520 195 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 113 0 45 64 291 0 0 520 195 PCE 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 MLF 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 Final Vol. : 0 0 0 113 0 45 64 291 0 0 520 195 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.45 0.55 Final Sat. : 0 0 0 472 0 556 504 1089 0 0 963 379 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx 0.24 xxxx 0.08 0.13 0.27 xxxx xxxx 0.54 0.51 Crit Moves: **** **** **** Delay/Veh: 0.0 0.0 0.0 12.0 0.0 9.2 10.6 11.4 0.0 0.0 14.0 12.9 Delay 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 AdjDel/Veh: 0.0 0.0 0.0 12.0 0.0 9.2 10.6 11.4 0.0 0.0 14.0 12.9 LOS by Move: * * * B * A B B * * B B ApproachDel: xxxxxx 11.2 11.2 13.7 Delay Adj : xxxxx 1.00 1.00 1.00 ApprAdjDel: xxxxxx 11.2 11.2 13.7 LOS by Appr: * B B B Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 9' 1 MITIG8 - Existing AM Wed Aug 27, 2003 12:15:13 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #51 Washington St. (NS) / Varner Rd. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.366 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 35.0 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 1 1 1 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 304 236 646 26 284 31 1 34 100 376 62 76 Growth 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 Initial Bse: 304 236 646 26 284 31 1 34 100 376 62 76 User 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 PHF 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 PHF Volume: 304 236 646 26 284 31 1 34 100 376 62 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 304 236 646 26 284 31 1 34 100 376 62 76 PCE 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 MLF 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 Final Vol. : 304 236 646 26 284 31 1 34 100 376 62 76 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.95 0.95 0.85 0.92 0.87 0.87 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 1.35 1.65 Final Sat. : 3502 5187 1615 3502 5187 1615 1805 3610 1615 3502 2231 2735 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.05 0.40 0.01 0.05 0.02 0.00 0.01 0.06 0.11 0.03 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.30 0.43 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.69 0.15 0.94 0.06 0.18 0.06 0.00 0.03 0.21 0.86 0.09 0.09 Delay/Veh: 38.3 20.6 43.2 30.9 20.8 20.0 30.6 19.8 21.1 49.9 20.2 20.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.3 20.6 43.2 30.9 20.8 20.0 30.6 19.8 21.1 49.9 20.2 20.2 DesignQueue: 12 7 18 1 9 1 0 1 3 15 2 2 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M MITIG8 - Default Scenario Sat Aug 30, 2003 09:09:06 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - MW 8/29/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #1 Washington St. (NS) / I-10 EB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.510 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 15.1 Optimal Cycle: 60 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- --------------- � Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 21 0 21 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 1 0 0 2 0 0 0 0 0 ------------I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 1153 133 63 669 0 224 1 550 0 0 0 Growth 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 Initial Bse: 0 1153 133 63 669 0 224 1 550 0 0 0 User 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 PHF 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 PHF Volume: 0 1153 133 63 669 0 224 1 550 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1153 133 63 669 0 224 1 550 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1153 133 63 669 0 224 1 550 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.91 1.00 0.85 0.85 0.75 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.99 0.01 2.00 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 5187 0 3216 14 2842 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.08 0.02 0.13 0.00 0.07 0.07 0.19 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.33 0.33 0.17 0.50 0.00 0.35 0.35 0.35 0.00 0.00 0.00 Volume/Cap: 0.00 0.67 0.25 0.11 0.26 0.00 0.20 0.20 0.55 0.00 0.00 0.00 Delay/Veh: 0.0 18.2 14.8 21.3 8.7 0.0 13.7 13.7 16.4 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.2 14.8 21.3 8.7 0.0 13.7 13.7 16.4 0.0 0.0 0.0 DesignQueue: 0 27 3 2 12 0 5 0 12 0 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 94 1 MITIG8 - Existing AM Wed Aug 27, 2003 12:10:36 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #48 Washington St. (NS) / Country Club Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.789 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.7 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 1 1 0 1 0 2 0 1 ------------I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 440 1040 35 202 808 460 372 234 162 81 424 260 Growth 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 Initial Bse: 440 1040 35 202 808 460 372 234 162 81 424 260 User 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 PHF 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 PHF Volume: 440 1040 35 202 808 460 372 234 162 81 424 260 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 440 1040 35 202 808 460 372 234 162 81 424 260 PCE 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 MLF 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 Final Vol. : 440 1040 35 202 808 460 372 234 162 81 424 260 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 0.92 0.91 0.85 0.92 0.89 0.89 0.95 0.95 0.85 Lanes: 2.00 2.90 0.10 2.00 3.00 1.00 2.00 1.18 0.82 1.00 2.00 1.00 Final Sat. : 3502 4993 168 3502 5187 1615 3502 2003 1387 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.13 0.21 0.21 0.06 0.16 0.28 0.11 0.12 0.12 0.04 0.12 0.16 Crit Moves: **** **** **** ++** Green/Cycle: 0.14 0.31 0.31 0.15 0.32 0.32 0.12 0.28 0.28 0.12 0.28 0.28 Volume/Cap: 0.90 0.67 0.67 0.39 0.49 0.90 0.90 0.41 0.41 0.38 0.42 0.57 Delay/Veh: 54.8 26.7 26.7 33.3 23.7 45.9 58.4 25.0 25.0 35.8 25.1 27.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.8 26.7 26.7 33.3 23.7 45.9 58.4 25.0 25.0 35.8 25.1 27.8 DesignQueue: 18 36 1 8 27 16 16 8 6 3 15 9 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 050 MITIG8 - Existing AM Wed Aug 27, 2003 12:13:34 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #50 Washington St. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.811 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 44.5 Optimal Cycle: 81 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 318 1091 206 213 858 171 327 218 233 419 401 141 Growth 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 Initial Bse: 318 1091 206 213 858 171 327 218 233 419 401 141 User 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 PHF 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 PHF Volume: 318 1091 206 213 858 171 327 218 233 419 401 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 318 1091 206 213 858 171 327 218 233 419 401 141 PCE 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 MLF 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 Final Vol. : 318 1091 206 213 858 171 327 218 233 419 401 141 ------------ --------------- --------------- --------------- ---------------' Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.91 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 5187 1615 1805 5187 1615 1605 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.18 0.21 0.13 0.12 0.17 0.11 0.18 0.06 0.14 0.23 0.11 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.25 0.25 0.14 0.20 0.20 0.26 0.23 0.23 0.26 0.23 0.23 Volume/Cap: 0.89 0.83 0.50 0.83 0.83 0.53 0.70 0.26 0.63 0.89 0.49 0.38 Delay/Veh: 64.6 41.4 34.4 63.0 45.9 39.2 39.7 33.4 40.0 56.5 35.6 34.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.6 41.4 34.4 63.0 45.9 39.2 39.7 33.4 40.0 56.5 35.6 34.9 DesignQueue: 16 50 9 11 42 8 15 10 11 19 19 6 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V 5I MITIG8 - Existing AM Wed Aug 27, 2003 12:12:04 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #49 Washington St. (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.507 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 24.5 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 ---------------11 --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 1 0 2 0 1 ------------I---------------11---------------11--------------- ---------------� Volume Module: Base Vol: 225 812 20 158 702 195 117 353 108 31 695 209 Growth 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 Initial Bse: 225 812 20 158 702 195 117 353 108 31 695 209 User 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 PHF 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 PHF Volume: 225 812 20 158 702 195 117 353 108 31 695 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 225 812 20 158 702 195 117 353 108 31 695 209 PCE 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 MLF 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 Final Vol. : 225 812 20 158 702 195 117 353 108 31 695 209 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3610 1615 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.16 0.01 0.05 0.14 0.12 0.03 0.10 0.07 0.02 0.19 0.13 Crit Moves **** **** **** **** Green/Cycle: 0.13 0.27 0.27 0.13 0.27 0.27 0.13 0.31 0.31 0.13 0.31 0.31 Volume/Cap: 0.49 0.57 0.05 0.35 0.50 0.44 0.26 0.31 0.21 0.13 0.62 0.42 Delay/Veh: 32.0 24.7 20.7 31.0 23.8 23.9 30.5 20.4 19.8 29.9 23.6 21.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.0 24.7 20.7 31.0 23.8 23.9 30.5 20.4 19.8 29.9 23.6 21.5 DesignQueue: 9 26 1 6 23 6 4 11 3 1 22 6 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 ,2 MITIG8 - Existing AM Wed Aug 27, 2003 12:09:16 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING AM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #47 Varner Rd. (NS) / I-10 WB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.472 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 16.6 Optimal Cycle: 58 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 15 20 10 15 15 24 20 24 0 0 0 Lanes: 2 0 2 0 0 0 0 3 0 1 2 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 31 155 0 0 290 394 362 0 25 0 0 0 Growth 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 Initial Bse: 31 155 0 0 290 394 362 0 25 0 0 0 User 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 PHF 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 PHF Volume: 31 155 0 0 290 394 362 0 25 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 155 0 0 290 394 362 0 25 0 0 0 PCE 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 MLF 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 Final Vol. : 31 155 0 0 290 394 362 0 25 0 0 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 0.85 0.60 1.00 0.85 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 3.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 3610 0 0 5187 1615 2278 0 1615 0 0 0 ------------I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.04 0.00 0.00 0.06 0.24 0.16 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.14 0.53 0.00 0.00 0.39 0.39 0.34 0.00 0.34 0.00 0.00 0.00 Volume/Cap: 0.06 0.08 0.00 0.00 0.14 0.63 0.46 0.00 0.05 0.00 0.00 0.00 Delay/Veh: 26.0 8.1 0.0 0.0 14.0 19.6 18.4 0.0 15.4 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.0 8.1 0.0 0.0 14.0 19.6 18.4 0.0 15.4 0.0 0.0 0.0 DesignQueue: 1 3 0 0 7 10 9 0 1 0 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE qi 3 Existing PM Wed Aug 13, 2003 17:22:48 Page 24-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #23 I-10 WB Ramps (NS) / Ramon Rd. (EW) +++++++++++++++++++++++++++++++++++++++*++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.022 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 52.9 Optimal Cycle: 0 Level Of Service: F ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- --------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 467 0 181 0 0 0 265 437 0 0 459 241 Growth 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 Initial Bse: 467 0 181 0 0 0 265 437 0 0 459 241 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 467 0 181 0 0 0 265 437 0 0 459 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 467 0 181 0 0 0 265 437 0 0 459 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 467 0 181 0 0 0 265 437 0 0 459 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat. : 457 0 536 0 0 0 449 480 0 0 464 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 1.02 xxxx 0.34 xxxx xxxx xxxx 0.59 0.91 xxxx xxxx 0.99 xxxx Crit Moves: **** **** **** Delay/Veh: 76.1 0.0 12.8 0.0 0.0 0.0 21.5 48.9 0.0 0.0 66.9 0.0 Delay 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 AdjDel/Veh: 76.1 0.0 12.8 0.0 0.0 0.0 21.5 48.9 0.0 0.0 66.9 0.0 LOS by Move: F * B * * * C E * * F ApproachDel: 58.4 xxxxxx 38.6 66.9 Delay Adj : 1.00 xxxxx 1.00 1.00 ApprAdjDel: 58.4 xxxxxx 38.6 66.9 LOS by Appr: F * E F ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE D54- MITIG8 - Existing PM Wed Aug 27, 2003 11:29:09 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 422 I-10 EB Ramps (NS) / Ramon Rd. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.584 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 24.0 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- 11 ---------------� Control: Protected Protected Protected Protected Rights: Include Ignore Ignore Include Min. Green: 0 0 0 21 0 21 0 15 15 10 15 0 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 178 0 225 0 582 463 165 693 0 Growth 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 Initial Bse: 0 0 0 178 0 225 0 582 463 165 693 0 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 0 0 178 0 0 0 582 0 165 693 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 178 0 0 0 582 0 165 693 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 0 0 0 178 0 0 0 582 0 165 693 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat. : 0 0 0 1805 0 1900 0 1900 1900 1805 1900 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.31 0.00 0.09 0.36 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.00 0.00 0.33 0.00 0.17 0.50 0.00 Volume/Cap: 0.00 0.00 0.00 0.28 0.00 0.00 0.00 0.92 0.00 0.55 0.73 0.00 Delay/Veh: 0.0 0.0 0.0 14.3 0.0 0.0 0.0 37.8 0.0 25.1 14.7 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 14.3 0.0 0.0 0.0 37.8 0.0 25.1 14.7 0.0 DesignQueue: 0 0 0 4 0 0 0 14 0 5 13 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Existing PM Wed Aug 27, 2003 11:50:38 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 434 Park View Dr. - Painters Path (NS) / SR-111 (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.503 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 28.7 Optimal Cycle: 61 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- 11--------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 18 18 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 62 9 23 83 9 124 297 1623 106 46 1681 65 Growth 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 Initial Bse: 62 9 23 83 9 124 297 1623 106 46 1681 65 User 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 PHF 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 PHF Volume: 62 9 23 83 9 124 297 1623 106 46 1681 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 62 9 23 83 9 124 297 1623 106 46 1681 65 PCE 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 MLF 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 Final Vol. : 62 9 23 83 9 124 297 1623 106 46 1681 65 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.75 0.75 0.85 0.73 0.73 0.85 0.95 0.90 0.90 0.95 0.91 0.85 Lanes: 0.87 0.13 1.00 0.90 0.10 1.00 1.00 2.82 0.18 1.00 3.00 1.00 Final Sat. : 1249 181 1615 1258 136 1615 1805 4825 315 1805 5187 1615 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.01 0.07 0.07 0.08 0.16 0.34 0.34 0.03 0.32 0.04 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.18 0.39 0.39 0.14 0.35 0.35 Volume/Cap: 0.14 0.14 0.04 0.19 0.19 0.22 0.92 0.87 0.87 0.18 0.92 0.11 Delay/Veh: 16.0 16.0 15.4 16.4 16.4 16.6 59.7 24.5 24.5 26.7 30.4 15.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.0 16.0 15.4 16.4 16.4 16.6 59.7 24.5 24.5 26.7 30.4 15.5 DesignQueue: 2 0 1 2 0 3 10 42 3 2 46 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P�o MITIG8 - Existing PM Wed Aug 27, 2003 12:08:09 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT O8/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #46 SR-111 (NS) / Fred Waring Dr. (EW) Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.841 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.5 Optimal Cycle: 86 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 7 24 24 7 24 24 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 1 0 2 0 2 1 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 57 1293 125 456 1044 75 98 117 70 190 143 338 Growth 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 Initial Bse: 57 1293 125 456 1044 75 98 117 70 190 143 338 User 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 PHF 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 PHF Volume: 57 1293 125 456 1044 75 98 117 70 190 143 338 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 1293 125 456 1044 75 98 117 70 190 143 338 PCE 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 MLF 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 Final Vol. : 57 1293 125 456 1044 75 98 117 70 190 143 338 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.86 0.86 0.92 0.81 0.81 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 3502 3264 1632 3502 3095 1547 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.02 0.36 0.08 0.13 0.29 0.05 0.03 0.04 0.04 0.05 0.05 0.22 Crit Moves **** **** **** **** Green/Cycle: 0.11 0.40 0.40 0.15 0.44 0.44 0.07 0.25 0.25 0.07 0.25 0.25 Volume/Cap: 0.15 0.89 0.19 0.89 0.65 0.11 0.38 0.14 0.17 0.74 0.18 0.86 Delay/Veh: 38.9 33.9 18.6 57.5 21.8 15.6 42.9 27.6 27.8 53.7 27.9 47.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.9 33.9 18.6 57.5 21.8 15.6 42.9 27.6 27.8 53.7 27.9 47.2 DesignQueue: 3 45 4 21 33 2 5 5 3 9 6 14 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V51 MITIG8 - Existing PM Thu Aug 28, 2003 18:54:08 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - MW 08/28/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #13 Desert Crossing (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.416 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.9 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 7 15 15 10 15 15 Lanes: 1 1 0 0 1 0 0 1! 0 0 1 0 3 0 1 2 0 2 1 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 74 15 311 46 11 11 7 1326 36 160 1391 31 Growth 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 Initial Bse: 74 15 311 46 11 11 7 1326 36 160 1391 31 User 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 PHF 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 PHF Volume: 74 15 311 46 11 11 7 1326 36 160 1391 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 15 311 46 11 11 7 1326 36 160 1391 31 PCE 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 MLF 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 Final Vol. : 74 15 311 46 11 11 7 1326 36 160 1391 31 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.85 0.95 0.95 0.95 0.95 0.91 0.85 0.92 0.91 0.91 Lanes: 1.66 0.34 1.00 0.68 0.16 0.16 1.00 3.00 1.00 2.00 2.93 0.07 Final Sat. : 3033 615 1615 1216 291 291 1805 5187 1615 3502 5059 113 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.19 0.04 0.04 0.04 0.00 0.26 0.02 0.05 0.27 0.27 Crit Moves **** **** **** **** Green/Cycle: 0.24 0.24 0.24 0.21 0.21 0.21 0.07 0.32 0.32 0.11 0.35 0.35 Volume/Cap: 0.10 0.10 0.80 0.18 0.18 0.18 0.05 0.80 0.07 0.43 0.79 0.79 Delay/Veh: 28.2 28.2 45.5 31.0 31.0 31.0 41.1 32.6 22.6 40.7 30.1 30.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.2 28.2 45.5 31.0 31.0 31.0 41.1 32.6 22.6 40.7 30.1 30.1 DesignQueue: 3 1 13 2 0 0 0 51 1 8 51 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Dt�g MITIG8 - Existing PM Thu Aug 28, 2003 18:57:46 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - MW 08/28/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #18 E1 Paseo - Town Center Wy. (NS) / SR-111 (EW) Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.649 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.8 Optimal Cycle: 83 Level Of Service: C ****#*##*****#+#++***+****#****+****++********#****#*****#*+*+##***+#*+**#*#**** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- ---------------� Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 10 21 21 7 21 21 Lanes: 1 1 1 0 1 1 1 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 568 314 16 159 239 49 185 1295 204 52 1043 74 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 30 1.00 Initial Bse: 568 314 16 159 239 49 185 1295 204 52 1043 74 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.)0 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. )0 1.00 PHF Volume: 568 314 16 159 239 49 185 1295 204 52 10,43 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 568 314 16 159 239 49 185 1295 204 52 10,43 74 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.40 1.00 MLF 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 Final Vol. : 568 314 16 159 239 49 185 1295 204 52 10.43 74 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.85 0.93 0.93 0.85 0.95 0.89 0.89 0.95 0. 30 0.90 Lanes: 1.93 1.07 1.00 1.20 1.80 1.00 1.00 2.59 0.41 1.00 2.30 0.20 Final Sat. : 3379 1868 1615 2120 3187 1615 1805 4391 692 1805 4795 340 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.17 0.17 0.01 0.07 0.07 0.03 0.10 0.29 0.29 0.03 0.22 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.21 0.21 0.21 0.21 0.21 0.14 0.38 0.38 0.07 0.30 0.30 Volume/Cap: 0.79 0.79 0.05 0.36 0.36 0.14 0.71 0.79 0.79 0.39 0.71 0.71 Delay/Veh: 39.0 39.0 29.7 32.2 32.2 30.7 47.3 28.5 28.5 43.9 31.0 31.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.0 39.0 29.7 32.2 32.2 30.7 47.3 28.5 28.5 43.9 31.0 31.0 DesignQueue: 25 14 1 7 10 2 9 46 7 3 •40 3 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V�� MITIG8 - Existing PM Wed Aug 27, 2003 11:53:08 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT O8/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 435 Plaza Wy. (NS) / SR-111 (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.653 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 30.2 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 1 0 1 0 1 1 0 0 1 1 2 0 2 1 0 1 0 3 0 1 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 130 71 129 172 43 65 147 1320 28 302 1234 102 Growth 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 Initial Bse: 130 71 129 172 43 65 147 1320 28 302 1234 102 User 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 PHF 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 PHF Volume: 130 71 129 172 43 65 147 1320 28 302 1234 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 130 71 129 172 43 65 147 1320 28 302 1234 102 PCE 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 MLF 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 Final Vol. : 130 71 129 172 43 65 147 1320 28 302 1234 102 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.73 1.00 0.85 0.71 0.91 0.91 0.92 0.91 0.91 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 0.80 1.20 2.00 2.94 0.06 1.00 3.00 1.00 Final Sat. : 1393 1900 1615 1351 1377 2081 3502 5064 107 1805 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.04 0.08 0.13 0.03 0.03 0.04 0.26 0.26 0.17 0.24 0.06 Crit Moves: **** **** **** Green/Cycle: 0.40 0.40 0.40 0.40 0.40 0.40 0.18 0.27 0.27 0.18 0.27 0.27 Volume/Cap: 0.23 0.09 0.20 0.32 0.08 0.08 0.23 0.95 0.95 0.95 0.88 0.23 Delay/Veh: 12.1 11.3 11.9 12.7 11.2 11.2 21.2 35.3 35.3 62.0 27.8 17.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.1 11.3 11.9 12.7 11.2 11.2 21.2 35.3 35.3 62.0 27.8 17.3 DesignQueue: 3 1 3 4 1 1 4 34 1 9 32 3 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE pi O MITIG8 - Existing PM Wed Aug 27, 2003 11:41:44 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #29 Monterey Av. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.482 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 33.0 Optimal Cycle: 60 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 15 15 10 15 10 24 20 24 10 10 10 Lanes: 0 0 3 0 1 2 0 2 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1226 517 193 481 0 61 0 645 0 0 0 Growth 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 Initial Bse: 0 1226 517 193 481 0 61 0 645 0 0 0 User 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 PHF 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 PHF Volume: 0 1226 517 193 481 0 61 0 645 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1226 517 193 481 0 61 0 645 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1226 517 193 481 0 61 0 645 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.95 1.00 0.86 1.00 0.86 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 1.09 0.00 1.91 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 3610 0 1774 0 3125 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.32 0.06 0.13 0.00 0.03 0.00 0.21 0.00 0.00 0.00 Crit Moves: **** **** ***' Green/Cycle: 0.00 0.28 0.28 0.17 0.45 0.00 0.40 0.00 0.40 0.00 0.00 0.00 Volume/Cap: 0.00 0.83 1.13 0.33 0.30 0.00 0.09 0.00 0.52 0.00 0.00 0.00 Delay/Veh: 0.0 24.5 104.2 22.4 10.6 0.0 11.2 0.0 14.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 24.5 104.2 22.4 10.6 0.0 11.2 0.0 14.0 0.0 0.0 0.0 DesignQueue: 0 31 13 5 9 0 1 0 14 0 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE VVI MITIG8 - Existing PM Wed Aug 27, 2003 11:31:44 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++*++ Intersection #25 Monterey Av. (NS) / Dinah Shore Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.538 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 17.3 Optimal Cycle: 64 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 18 18 Lanes: 2 0 2 1 0 1 0 3 0 1 2 0 1 1 0 1 0 1 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 420 919 0 0 721 421 498 0 273 0 0 0 Growth 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 Initial Bse: 420 919 0 0 721 421 498 0 273 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 420 919 0 0 721 0 498 0 273 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 420 919 0 0 721 0 498 0 273 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 420 919 0 0 721 0 498 0 273 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 1.00 0.91 1.00 0.92 0.95 0.81 1.00 0.95 0.95 Lanes: 2.00 3.00 0.00 1.00 3.00 1.00 2.00 1.00 1.00 1.00 2.00 0.00 Final Sat. : 3502 5187 0 1900 5187 1900 3502 1805 1534 1900 3610 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.12 0.18 0.00 0.00 0.14 0.00 0.14 0.00 0.18 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.16 0.48 0.00 0.00 0.33 0.00 0.33 0.00 0.33 0.00 0.00 0.00 Volume/Cap: 0.77 0.37 0.00 0.00 0.42 0.00 0.43 0.00 0.54 0.00 0.00 0.00 Delay/Veh: 32.4 10.4 0.0 0.0 16.9 0.0 17.1 0.0 18.8 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.4 10.4 0.0 0.0 16.9 0.0 17.1 0.0 18.8 0.0 0.0 0.0 DesignQueue: 13 18 0 0 18 0 12 0 7 0 0 0 +++++++++++++++++++++++++++++++++++*++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Existing PM Wed Aug 27, 2003 11:40:25 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #28 Monterey Av. (NS) / Gerald Ford Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.765 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.0 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 231 1065 65 196 763 83 167 578 156 23 345 322 Growth 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 Initial Bse: 231 1065 65 196 763 83 167 578 156 23 345 322 User 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 PHF 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 PHF Volume: 231 1065 65 196 763 83 167 578 156 23 345 322 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 231 1065 65 196 763 83 167 578 156 23 345 322 PCE 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 MLF 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 Final Vol. : 231 1065 65 196 763 83 167 578 156 23 345 322 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.92 0.92 0.92 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 1.57 0.43 2.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 2752 743 3502 3610 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.13 0.30 0.04 0.11 0.21 0.05 0.05 0.21 0.21 0.01 0.10 0.20 Crit Moves: **** **** **** *+** Green/Cycle: 0.20 0.34 0.34 0.13 0.26 0.26 0.13 0.26 0.26 0.13 0.26 0.26 Volume/Cap: 0.64 0.87 0.12 0.87 0.81 0.20 0.38 0.80 0.80 0.05 0.36 0.76 Delay/Veh: 33.2 32.2 18.4 62.6 32.7 23.2 32.7 32.6 32.6 30.9 24.3 35.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.2 32.2 18.4 62.6 32.7 23.2 32.7 32.6 32.6 30.9 24.3 35.0 DesignQueue: 8 34 2 8 26 3 7 20 5 1 12 11 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE NY MITIG8 - Existing PM Wed Aug 27, 2003 11:37:57 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection 426 Monterey Av. (NS) / Frank Sinatra Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.368 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 23.3 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11 --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Ignore Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 109 1014 41 39 796 116 35 444 81 56 318 81 Growth 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 Initial Bse: 109 1014 41 39 796 116 35 444 81 56 318 81 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 109 1014 41 39 796 116 35 444 0 56 318 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 1014 41 39 796 116 35 444 0 56 318 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Final Vol. : 109 1014 41 39 796 116 35 444 0 56 318 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1900 3502 5187 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.20 0.03 0.01 0.15 0.07 0.01 0.09 0.00 0.02 0.06 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.00 0.14 0.28 0.00 Volume/Cap: 0.23 0.69 0.09 0.08 0.54 0.25 0.07 0.30 0.00 0.12 0.22 0.00 Delay/Veh: 28.8 25.0 19.6 28.1 22.8 20.7 28.0 20.9 0.0 28.2 20.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.8 25.0 19.6 28.1 22.8 20.7 28.0 20.9 0.0 28.2 20.3 0.0 DesignQueue: 4 31 1 1 24 3 1 13 0 2 10 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE DO- MITIG8 - Existing PM Wed Aug 27, 2003 11:30:31 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #24 Monterey Av. (NS) / Country Club Dr. (NS) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.739 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.0 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ignore Ignore Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------j --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 473 1417 252 320 897 58 84 818 372 338 631 149 Growth 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 Initial Bse: 473 1417 252 320 897 58 84 818 372 338 631 149 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 473 1417 252 320 897 58 84 818 0 338 631 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 473 1417 252 320 897 58 84 818 0 338 631 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Final Vol. : 473 1417 252 320 897 58 84 818 0 338 631 0 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1900 3502 5187 1900 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.14 0.27 0.16 0.09 0.17 0.04 0.02 0.16 0.00 0.10 0.12 0.00 Crit Moves: **** **** **** ***+ Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.00 0.14 0.28 0.00 Volume/Cap: 1.00 0.96 0.55 0.68 0.61 0.13 0.18 0.56 0.00 0.71 0.43 0.00 Delay/Veh: 73.3 41.6 23.9 34.3 23.7 19.8 28.5 23.0 0.0 35.8 21.8 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.3 41.6 23.9 34.3 23.7 19.8 28.5 23.0 0.0 35.8 21.8 0.0 DesignQueue: 17 45 8 12 28 2 3 25 0 12 19 0 +++++++++++++++++++++++++++++*+++++++++++++*++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE pW5 MITIG8 - Existing PM Wed Aug 27, 2003 11:47:12 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #31 Monterey Av. (NS) / Park View Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.569 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 34.6 Optimal Cycle: 60 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I ---------------11 --------------- 11--------------- 11 --------------- � Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 15 15 10 15 15 24 24 24 24 24 24 Lanes: 1 0 2 0 1 2 0 2 0 1 1 0 0 1 0 1 0 0 1 0 ------------ I--------------- ---------------11--------------- 11 --------------- � Volume Module: Base Vol: 94 1038 64 119 899 102 126 49 106 95 78 197 Growth 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 Initial Bse: 94 1038 64 119 899 102 126 49 106 95 78 197 User 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 PHF 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 PHF Volume: 94 1038 64 119 899 102 126 49 106 95 78 197 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 94 1038 64 119 899 102 126 49 106 95 78 197 PCE 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 MLF 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 Final Vol. : 94 1038 64 119 899 102 126 49 106 95 78 197 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.95 0.85 0.50 0.90 0.90 0.64 0.89 0.89 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 0.32 0.68 1.00 0.28 0.72 Final Sat. : 1805 3610 1615 3502 3610 1615 948 539 1166 1220 481 1215 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.29 0.04 0.03 0.25 0.06 0.13 0.09 0.09 0.08 0.16 0.16 Crit Moves: **** **** **** Green/Cycle: 0.18 0.28 0.28 0.17 0.27 0.27 0.40 0.40 0.40 0.40 0.40 0.40 Volume/Cap: 0.29 1.01 0.14 0.20 0.92 0.23 0.33 0.23 0.23 0.19 0.41 0.41 Delay/Veh: 21.8 53.4 16.2 21.7 35.1 17.3 13.0 12.1 12.1 11.9 13.3 13.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.8 53.4 16.2 21.7 35.1 17.3 13.0 12.1 12.1 11.9 13.3 13.3 DesignQueue: 3 27 2 3 23 3 3 1 2 2 2 4 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE DW MITIG8 - Existing PM Wed Aug 27, 2003 11:39:07 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #27 Monterey Av. (NS) / Fred Waring Dr. (NS) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.838 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.8 Optimal Cycle: 79 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 376 921 395 303 932 135 103 995 396 289 757 256 Growth 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 Initial Bse: 376 921 395 303 932 135 103 995 396 289 757 256 User 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 PHF 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 PHF Volume: 376 921 395 303 932 135 103 995 396 289 757 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 376 921 395 303 932 135 103 995 396 289 757 256 PCE 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 MLF 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 Final Vol. : 376 921 395 303 932 135 103 995 396 289 757 256 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.87 0.87 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 2.10 0.90 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 3467 1487 3502 5187 1615 3502 3610 1615 3502 3610 1615 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.11 0.27 0.27 0.09 0.18 0.08 0.03 0.28 0.25 0.08 0.21 0.16 Crit Moves **** **** **** **** Green/Cycle: 0.13 0.29 0.29 0.13 0.28 0.28 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.80 0.91 0.91 0.68 0.63 0.30 0.23 0.91 0.81 0.65 0.69 0.52 Delay/Veh: 42.3 36.1 36.1 37.4 25.7 22.5 31.3 37.3 34.9 36.3 26.1 23.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.3 36.1 36.1 37.4 25.7 22.5 31.3 37.3 34.9 36.3 26.1 23.8 DesignQueue: 15 31 13 12 31 4 4 33 13 11 24 8 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE VLP7 MITIG8 - Existing PM Wed Aug 27, 2003 11:46:47 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 432 Monterey Av. (NS) / SR-111 (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.890 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 44.7 Optimal Cycle: 105 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 24 24 10 21 21 10 24 24 Lanes: 1 0 2 0 1 2 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 219 604 202 535 509 298 300 1288 118 192 962 212 Growth 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 Initial Bse: 219 604 202 535 509 298 300 1288 118 192 962 212 User 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 PHF 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 PHF Volume: 219 604 202 535 509 298 300 1288 118 192 962 212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 219 604 202 535 509 298 300 1288 118 192 962 212 PCE 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 MLF 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 Final Vol. : 219 604 202 535 509 298 300 1288 118 192 962 212 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 3502 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.12 0.17 0.13 0.15 0.14 0.18 0.17 0.36 0.07 0.11 0.27 0.13 Crit Moves **** **** **** **** Green/Cycle: 0.14 0.21 0.21 0.17 0.24 0.24 0.19 0.39 0.39 0.12 0.31 0.31 Volume/Cap: 0.89 0.80 0.60 0.92 0.59 0.77 0.86 0.92 0.19 0.92 0.86 0.42 Delay/Veh: 72.9 43.4 38.5 60.9 34.7 44.5 57.7 39.1 20.3 84.2 39.3 28.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 72.9 43.4 38.5 60.9 34.7 44.5 57.7 39.1 20.3 84.2 39.3 28.0 DesignQueue: 11 28 9 26 22 13 14 48 4 10 40 8 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Existing PM Wed Aug 27, 2003 11:42:58 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT O8/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #30 Monterey Av. (NS) / I-10 WB Ramps (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.407 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 21.7 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Permitted Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 10 15 0 10 15 15 10 10 10 24 0 24 Lanes: 2 0 2 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 620 603 0 0 427 54 0 0 0 312 0 191 Growth 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 Initial Bse: 620 603 0 0 427 54 0 0 0 312 0 191 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 620 603 0 0 427 0 0 0 0 312 0 191 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 620 603 0 0 427 0 0 0 0 312 0 191 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 620 603 0 0 427 0 0 0 0 312 0 191 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Lanes: 2.00 2.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.62 0.00 1.38 Final Sat. : 3502 3610 0 0 5187 1900 0 0 0 2816 0 2398 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.18 0.17 0.00 0.00 0.08 0.00 0.00 0.00 0.00 0.11 0.00 0.08 Crit Moves: **** **** **** Green/Cycle: 0.44 0.64 0.00 0.00 0.20 0.00 0.00 0.00 0.00 0.27 0.00 0.27 Volume/Cap: 0.41 0.26 0.00 0.00 0.41 0.00 0.00 0.00 0.00 0.41 0.00 0.29 Delay/Veh: 19.6 7.9 0.0 0.0 34.9 0.0 0.0 0.0 0.0 30.0 0.0 28.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 19.6 7.9 0.0 0.0 34.9 0.0 0.0 0.0 0.0 30.0 0.0 28.9 DesignQueue: 20 13 0 0 19 0 0 0 0 13 0 8 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE t?(PI MITIG8 - Existing PM Wed Aug 27, 2003 10:49:38 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 College of the Desert (NS) / Fred Waring Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.489 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 23.6 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 21 21 21 21 21 21 10 15 15 10 15 15 Lanes: 0 0 1! 0 0 0 1 0 0 1 1 0 1 1 0 1 0 2 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 14 1 11 125 3 83 53 998 17 7 1056 156 Growth 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 Initial Bse: 14 1 11 125 3 83 53 998 17 7 1056 156 User 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 PHF 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 PHF Volume: 14 1 11 125 3 83 53 998 17 7 1056 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 14 1 11 125 3 83 53 998 17 7 1056 156 PCE 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 MLF 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 Final Vol. : 14 1 11 125 3 83 53 998 17 7 1056 156 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.84 0.84 0.84 0.72 0.72 0.85 0.95 0.95 0.95 0.95 0.95 0.85 Lanes: 0.54 0.04 0.42 0.98 0.02 1.00 1.00 1.97 0.03 1.00 2.00 1.00 Final Sat. : 856 61 672 1338 32 1615 1805 3539 60 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.09 0.09 0.05 0.03 0.28 0.28 0.00 0.29 0.10 Crit Moves: **** **** **** Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.17 0.33 0.33 0.17 0.33 0.33 Volume/Cap: 0.05 0.05 0.05 0.27 0.27 0.15 0.18 0.85 0.85 0.02 0.88 0.29 Delay/Veh: 12.9 12.9 12.9 14.3 14.3 13.5 21.7 24.3 24.3 20.9 26.4 15.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.9 12.9 12.9 14.3 14.3 13.5 21.7 24.3 24.3 20.9 26.4 15.1 DesignQueue: 0 0 0 3 0 2 1 24 0 0 25 4 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE pi o MITIGB - Existing PM Wed Aug 27, 2003 12:04:35 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #44 San Pablo Av. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.546 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.8 Optimal Cycle: 71 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------4 Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 18 18 10 18 18 Lanes: 2 0 1 1 0 2 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 164 94 127 132 71 41 48 976 139 142 848 101 Growth 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 Initial Bse: 164 94 127 132 71 41 48 976 139 142 848 101 User 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 PHF 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 PHF Volume: 164 94 127 132 71 41 48 976 139 142 848 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 164 94 127 132 71 41 48 976 139 142 848 101 PCE 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 MLF 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 Final Vol. : 164 94 127 132 71 41 48 976 139 142 848 101 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.87 0.87 0.92 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 1.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 1650 1650 3502 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.06 0.08 0.04 0.02 0.03 0.03 0.27 0.09 0.08 0.23 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.26 0.26 0.13 0.26 0.26 0.13 0.34 0.34 0.13 0.34 0.34 Volume/Cap: 0.37 0.22 0.29 0.30 0.07 0.10 0.21 0.80 0.26 0.63 0.70 0.19 Delay/Veh: 32.7 23.2 23.8 32.2 22.2 22.4 31.9 27.9 19.5 38.8 24.7 18.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.7 23.2 23.8 32.2 22.2 22.4 31.9 27.9 19.5 38.8 24.7 18.9 DesignQueue: 6 3 4 5 2 1 2 31 4 6 27 3 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 ;ql MITIG8 - Existing PM Wed Aug 27, 2003 12:05:59 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 ------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #45 San Pablo Av. (NS) / SR-111 (EW) Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.478 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.2 Optimal Cycle: 68 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 21 21 10 21 21 10 15 15 10 15 15 Lanes: 1 0 1 1 0 1 0 2 0 1 2 0 3 0 1 2 0 2 1 0 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 76 102 91 142 138 121 140 1271 53 70 975 125 Growth 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 Initial Bse: 76 102 91 142 138 121 140 1271 53 70 975 125 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 76 102 91 142 138 0 140 1271 53 70 975 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 76 102 91 142 138 0 140 1271 53 70 975 125 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 76 102 91 142 138 0 140 1271 53 70 975 125 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.88 0.88 0.95 0.95 1.00 0.92 0.91 0.85 0.92 0.89 0.89 Lanes: 1.00 1.06 0.94 1.00 2.00 1.00 2.00 3.00 1.00 2.00 2.66 0.34 Final Sat. : 1805 1772 1581 1805 3610 1900 3502 5187 1615 3502 4519 579 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.06 0.06 0.08 0.04 0.00 0.04 0.25 0.03 0.02 0.22 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.28 0.28 0.13 0.28 0.00 0.13 0.29 0.29 0.13 0.29 0.29 Volume/Cap: 0.32 0.21 0.21 0.59 0.14 0.00 0.30 0.84 0.11 0.15 0.74 0.74 Delay/Veh: 30.2 20.7 20.7 34.4 20.3 0.0 29.7 29.0 19.5 28.9 25.8 25.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.2 20.7 20.7 34.4 20.3 0.0 29.7 29.0 19.5 28.9 25.8 25.8 DesignQueue: 3 3 3 5 4 0 5 40 2 3 30 4 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE b`1y MITIG8 - Existing PM Wed Aug 27, 2003 12:02:56 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #43 San Luis Rey Av. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.642 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 22.6 Optimal Cycle: 60 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- 11---------------� Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 151 45 169 39 45 71 88 1237 129 131 939 42 Growth 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 Initial Bse: 151 45 169 39 45 71 88 1237 129 131 939 42 User 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 PHF 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 PHF Volume: 151 45 169 39 45 71 88 1237 129 131 939 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 151 45 169 39 45 71 88 1237 129 131 939 42 PCE 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 MLF 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 Final Vol. : 151 45 169 39 45 71 88 1237 129 131 939 42 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 0.72 0.85 0.84 0.84 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 0.77 0.23 1.00 0.46 0.54 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1050 313 1615 741 855 1615 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.14 0.14 0.10 0.05 0.05 0.04 0.05 0.34 0.08 0.07 0.26 0.03 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.14 0.39 0.39 0.14 0.39 0.39 Volume/Cap: 0.42 0.42 0.31 0.15 0.15 0.13 0.34 0.89 0.21 0.51 0.67 0.07 Delay/Veh: 18.3 18.3 17.2 16.1 16.1 15.9 27.8 27.5 14.5 29.4 19.2 13.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.3 18.3 17.2 16.1 16.1 15.9 27.8 27.5 14.5 29.4 19.2 13.6 DesignQueue: 4 1 4 1 1 2 3 32 3 4 24 1 ++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V73 Existing PM Wed Aug 13, 2003 17:22:48 Page 40-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) Intersection #39 Portola Av. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.368 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 12.3 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 2 0 2 0 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 368 0 1 0 0 0 0 333 203 11 276 0 Growth 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 Initial Bse: 368 0 1 0 0 0 0 333 203 11 276 0 User 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 PHF 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 PHF Volume: 368 0 1 0 0 0 0 333 203 11 276 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 368 0 1 0 0 0 0 333 203 11 276 0 PCE 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 MLF 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 Final Vol. : 368 0 1 0 0 0 0 333 203 11 276 0 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 1000 0 591 0 0 0 0 1078 602 929 1003 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.37 xxxx 0.00 xxxx xxxx xxxx xxxx 0.31 0.34 0.01 0.28 xxxx Crit Moves: **** **** **** Delay/Veh: 13.5 0.0 8.5 0.0 0.0 0.0 0.0 11.9 11.3 10.2 12.1 0.0 Delay 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 AdjDel/Veh: 13.5 0.0 8.5 0.0 0.0 0.0 0.0 11.9 11.3 10.2 12.1 0.0 LOS by Move: B * A * * * * B B B B ApproachDel: 13.5 xxxxxx 11.7 12.0 Delay Adj : 1.00 xxxxx 1.00 1.00 ApprAdjDel: 13.5 xxxxxx 11.7 12.0 LOS by Appr: B * B B Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE T?1'- Existing PM Wed Aug 13, 2003 17:22:48 Page 38-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) Intersection #37 Portola Av. (NS) / Frank Sinatra Dr. (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.501 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 17.6 Optimal Cycle: 0 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 148 389 85 24 245 14 11 382 117 59 300 38 Growth 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 Initial Bse: 148 389 85 24 245 14 11 382 117 59 300 38 User 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 PHF 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 PHF Volume: 148 389 85 24 245 14 11 382 117 59 300 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 148 389 85 24 245 14 11 382 117 59 300 38 PCE 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 MLF 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 Final Vol. : 148 389 85 24 245 14 11 382 117 59 300 38 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 372 789 419 329 699 368 352 762 406 343 731 385 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.40 0.49 0.20 0.07 0.35 0.04 0.03 0.50 0.29 0.17 0.41 0.10 Crit Moves: **** **** **** **** Delay/Veh: 17.7 19.3 12.7 13.6 17.1 12.0 12.6 19.9 14.2 14.4 17.9 12.2 Delay 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 AdjDel/Veh: 17.7 19.3 12.7 13.6 17.1 12.0 12.6 19.9 14.2 14.4 17.9 12.2 LOS by Move: C C B B C B B C B B C B ApproachDel: 18.0 16.5 18.5 16.9 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 18.0 16.5 18.5 16.9 LOS by Appr: C C C C ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P1- MITIG8 - Existing PM Wed Aug 27, 2003 11:54:16 Page 1-1 --------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 ------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #36 Portola Av. (NS) / Country Club Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.659 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.9 Optimal Cycle: 74 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------- -------------- � �--------------- --------------- � Control: I Protected II Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 190 357 206 60 245 18 22 1005 249 181 603 23 Growth 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 Initial Bse: 190 357 206 60 245 18 22 1005 249 181 603 23 User 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 PHF 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 PHF Volume: 190 357 206 60 245 18 22 1005 249 181 603 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 190 357 206 60 245 18 22 1005 249 181 603 23 PCE 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 MLF 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 Final Vol. : 190 357 206 60 245 18 22 1005 249 181 603 23 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.11 0.10 0.13 0.03 0.07 0.01 0.01 0.28 0.15 0.10 0.17 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.78 0.35 0.45 0.25 0.24 0.04 0.09 0.98 0.54 0.74 0.59 0.05 Delay/Veh: 45.7 21.3 22.5 29.2 20.5 19.2 28.2 49.8 23.8 42.3 23.7 19.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.7 21.3 22.5 29.2 20.5 19.2 28.2 49.8 23.8 42.3 23.7 19.3 DesignQueue: 7 11 6 2 7 1 1 32 8 7 19 1 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N( MITIG8 - Existing PM Wed Aug 27, 2003 11:56:54 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #40 Portola Av. (NS) / Hovley Ln. East (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.581 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 18.3 Optimal Cycle: 61 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 10 10 10 10 10 21 10 21 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 899 224 257 759 0 0 0 0 365 0 322 Growth 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 Initial Bse: 0 899 224 257 759 0 0 0 0 365 0 322 User 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 PHF 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 PHF Volume: 0 899 224 257 759 0 0 0 0 365 0 322 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 899 224 257 759 0 0 0 0 365 0 322 PCE 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 MLF 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 Final Vol. : 0 899 224 257 759 0 0 0 0 365 0 322 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 1.00 1.00 1.00 0.92 1.00 0.85 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat. : 0 3610 1615 1805 3610 0 0 0 0 3502 0 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.14 0.14 0.21 0.00 0.00 0.00 0.00 0.10 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.00 0.34 0.34 0.16 0.51 0.00 0.00 0.00 0.00 0.34 0.00 0.34 Volume/Cap: 0.00 0.72 0.40 0.87 0.41 0.00 0.00 0.00 0.00 0.30 0.00 0.58 Delay/Veh: 0.0 19.6 15.7 47.8 9.5 0.0 0.0 0.0 0.0 14.8 0.0 17.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 19.6 15.7 47.8 9.5 0.0 0.0 0.0 0.0 14.8 0.0 17.9 DesignQueue: 0 21 5 8 13 0 0 0 0 8 0 7 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 917 MITIG8 - Existing PM Wed Aug 27, 2003 11:59:52 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #41 Portola Av. (NS) / Magnesia Falls Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.429 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.6 Optimal Cycle: 71 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- 11--------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 10 21 21 10 21 21 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1 ------------ ---------------11---------------11--------------- --------------- � Volume Module: Base Vol: 19 689 28 88 679 12 7 3 27 29 7 168 Growth 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 Initial Bse: 19 689 28 88 679 12 7 3 27 29 7 168 User 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 PHF 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 PHF Volume: 19 689 28 88 679 12 7 3 27 29 7 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 19 689 28 88 679 12 7 3 27 29 7 168 PCE 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 MLF 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 Final Vol. : 19 689 28 88 679 12 7 3 27 29 7 168 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.95 0.95 0.95 0.87 0.87 0.95 1.00 0.85 Lanes: 1.00 1.92 0.08 1.00 1.97 0.03 1.00 0.10 0.90 1.00 1.00 1.00 Final Sat. : 1805 3448 140 1805 3537 63 1805 164 1479 1805 1900 1615 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.01 0.20 0.20 0.05 0.19 0.19 0.00 0.02 0.02 0.02 0.00 0.10 Crit Moves **** **** **** **** Green/Cycle: 0.14 0.25 0.25 0.14 0.25 0.25 0.14 0.30 0.30 0.14 0.30 0.30 Volume/Cap: 0.07 0.79 0.79 0.35 0.76 0.76 0.03 0.06 0.06 0.11 0.01 0.35 Delay/Veh: 26.6 29.4 29.4 28.4 28.2 28.2 26.4 18.0 18.0 26.8 17.7 20.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.6 29.4 29.4 28.4 28.2 28.2 26.4 18.0 18.0 26.8 17.7 20.1 DesignQueue: 1 21 1 3 21 0 0 0 1 1 0 5 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V7V MITIG8 - Existing PM Wed Aug 27, 2003 11:55:29 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #38 Portola Av. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.643 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.8 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 1 1 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 98 445 130 66 408 293 240 872 113 161 781 68 Growth 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 Initial Bse: 98 445 130 66 408 293 240 872 113 161 781 68 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 98 445 0 66 408 0 240 872 113 161 781 68 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 445 0 66 408 0 240 872 113 161 781 68 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 98 445 0 66 408 0 240 872 113 161 781 68 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 0.85 0.95 0.94 0.94 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 1.84 0.16 Final Sat. : 1805 3610 1900 1805 3610 1900 1805 3610 1615 1805 3281 286 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.00 0.04 0.11 0.00 0.13 0.24 0.07 0.09 0.24 0.24 Crit Moves: **** +*** ***+ +*** Green/Cycle: 0.14 0.28 0.00 0.14 0.28 0.00 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.40 0.43 0.00 0.27 0.40 0.00 0.98 0.85 0.25 0.66 0.84 0.84 Delay/Veh: 30.4 21.9 0.0 29.3 21.7 0.0 84.8 32.0 20.7 36.9 31.2 31.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.4 21.9 0.0 29.3 21.7 0.0 84.8 32.0 20.7 36.9 31.2 31.2 DesignQueue: 4 14 0 2 12 0 9 27 3 6 24 2 +++++++++++++++++++++++++++++*++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE IJ ►� MITIG8 - Existing PM Wed Aug 27, 2003 12:01:27 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #42 Portola Av. (NS) / SR-111 (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.645 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.3 Optimal Cycle: 77 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 239 540 244 227 408 149 193 1473 110 175 1238 123 Growth 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 Initial Bse: 239 540 244 227 408 149 193 1473 110 175 1238 123 User 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 PHF 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 PHF Volume: 239 540 244 227 408 149 193 1473 110 175 1238 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 239 540 244 227 408 149 193 1473 110 175 1238 123 PCE 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 MLF 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 Final Vol. : 239 540 244 227 408 149 193 1473 110 175 1238 123 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.07 0.15 0.15 0.06 0.11 0.09 0.06 0.28 0.07 0.05 0.24 0.08 Crit Moves **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.14 0.30 0.30 0.13 0.29 0.29 Volume/Cap: 0.55 0.50 0.50 0.52 0.38 0.31 0.40 0.95 0.23 0.40 0.83 0.26 Delay/Veh: 34.3 23.4 23.9 33.8 22.3 22.0 32.1 39.8 21.3 32.8 30.7 22.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.3 23.4 23.9 33.8 22.3 22.0 32.1 39.8 21.3 32.8 30.7 22.3 DesignQueue: 9 17 8 9 13 5 8 49 3 7 42 4 ++++++++++++++++++++++++++*++++++++++++++++++*++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Vx) MITIG8 - Existing PM Wed Aug 27, 2003 11:25:20 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GE';.-RAL PLAN UPDATE EXISTING PM HCM -.: ALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #19 E1 Paseo - Cabrillo Av. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.604 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 26.2 Optimal Cycle: 64 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 21 21 10 18 18 Lanes: 1 0 1 0 2 1 0 1 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 39 50 254 31 84 28 29 1326 60 126 989 29 Growth 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 Initial Bse: 39 50 254 31 84 28 29 1326 60 126 989 29 User 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 PHF 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 PHF Volume: 39 50 254 31 84 28 29 1326 60 126 989 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 50 254 31 84 28 29 1326 60 126 989 29 PCE 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 MLF 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 Final Vol. : 39 50 254 31 84 28 29 1326 60 126 989 29 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.70 1.00 0.75 0.73 1.00 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 1.00 2.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1332 1900 2842 1381 1900 1615 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.09 0.02 0.04 0.02 0.02 0.37 0.04 0.07 0.27 0.02 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.14 0.39 0.39 0.14 0.39 0.39 Volume/Cap: 0.09 0.08 0.26 0.07 0.13 0.05 0.11 0.95 0.10 0.49 0.71 0.05 Delay/Veh: 15.7 15.6 16.7 15.5 15.9 15.4 26.3 35.2 13.8 29.1 19.9 13.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.7 15.6 16.7 15.5 15.9 15.4 26.3 35.2 13.8 29.1 19.9 13.5 DesignQueue: 1 1 7 1 2 1 1 35 1 4 25 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PgI MITIG8 - Existing PM Thu Aug 28, 2003 18:46:37 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - MW 08/28/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #11 Deep Canyon Rd. (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.289 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 116.7 Optimal Cycle: 120 Level Of Service: F ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11--------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 21 21 10 18 18 7 21 21 10 18 16 Lanes: 1 0 1 0 1 2 0 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ I---------------11--------------- --------------- --------------- � Volume Module: Base Vol: 138 259 567 272 194 36 55 1546 157 457 1573 345 Growth 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 Initial Bse: 138 259 567 272 194 36 55 1546 157 457 1573 345 User 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 PHF 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 PHF Volume: 138 259 567 272 194 36 55 1546 157 457 1573 345 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 259 567 272 194 36 55 1546 157 457 1573 345 PCE 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 MLF 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 Final Vol. : 138 259 567 272 194 36 55 1546 157 457 1573 345 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 0.92 1.00 0.85 0.95 0.94 0.94 0.95 0.95 0.85 Lanes: 1.00 1.00 1.00 2.00 1.00 1.00 1.00 1.82 0.18 1.00 2.00 1.00 Final Sat. : 1805 1900 1615 3502 1900 1615 1805 3231 328 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.14 0.35 0.08 0.10 0.02 0.03 0.48 0.48 0.25 0.44 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.26 0.26 0.08 0.15 0.15 0.06 0.36 0.36 0.19 0.49 0.49 Volume/Cap: 0.39 0.51 1.33 0.93 0.68 0.15 0.52 1.33 1.33 1.33 0.88 0.43 Delay/Veh: 42.5 38.5 206.2 89.8 54.8 44.6 59.6 190 190.4 214.0 32.9 20.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.5 38.5 206.2 89.8 54.8 44.6 59.6 190 190.4 214.0 32.9 20.0 DesignQueue: 8 13 30 17 11 2 3 75 8 26 60 12 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V12- MITIG8 - Existing PM Thu Aug 28, 2003 18:50:11 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - MW 08/28/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #12 Deep Canyon Rd. (NS) / SR-111 (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.823 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 40.0 Optimal Cycle: 85 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 7 21 21 10 21 21 10 21 21 7 21 21 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 3 0 1 1 0 3 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 64 188 129 301 247 152 331 1831 45 84 1500 189 Growth 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 Initial Bse: 64 188 129 301 247 152 331 1831 45 84 1500 189 User 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 PHF 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 PHF Volume: 64 188 129 301 247 152 331 1831 45 84 1500 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 188 129 301 247 152 331 1831 45 84 1500 189 PCE 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 MLF 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 Final Vol. : 64 188 129 301 247 152 331 1831 45 84 1500 189 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.95 0.90 0.90 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 1.19 0.81 1.00 1.24 0.76 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1805 2010 1379 1805 2107 1297 1805 5187 1615 1805 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.09 0.17 0.12 0.12 0.18 0.35 0.03 0.05 0.29 0.12 Crit Moves **** **** **** **** Green/Cycle: 0.09 0.19 0.19 0.18 0.28 0.28 0.20 0.45 0.45 0.06 0.32 0.32 Volume/Cap: 0.38 0.49 0.49 0.91 0.42 0.42 0.91 0.78 0.06 0.73 0.91 0.37 Delay/Veh: 48.3 40.3 40.3 72.7 32.6 32.6 69.8 27.1 16.9 71.8 44.3 29.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.3 40.3 40.3 72.7 32.6 32.6 69.8 27.1 16.9 71.8 44.3 29.5 DesignQueue: 4 10 7 16 11 7 17 67 2 5 67 8 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE T?gJs MITIG8 - Existing PM Wed Aug 27, 2003 11:26:45 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #21 Hospitality Dr. (NS) / SR-111 (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.640 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 20.5 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 21 21 21 21 21 21 10 18 18 10 18 18 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 86 23 159 29 24 16 21 1315 120 171 1011 30 Growth 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 Initial Bse: 86 23 159 29 24 16 21 1315 120 171 1011 30 User 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 PHF 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 PHF Volume: 86 23 159 29 24 16 21 1315 120 171 1011 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 23 159 29 24 16 21 1315 120 171 1011 30 PCE 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 MLF 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 Final Vol. : 86 23 159 29 24 16 21 1315 120 171 1011 30 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.76 0.85 0.86 0.86 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 0.79 0.21 1.00 0.55 0.45 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1138 304 1615 889 736 1615 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.10 0.03 0.03 0.01 0.01 0.36 0.07 0.09 0.28 0.02 Crit Moves: **** **** **** Green/Cycle: 0.30 0.30 0.30 0.30 0.30 0.30 0.14 0.43 0.43 0.14 0.43 0.43 Volume/Cap: 0.25 0.25 0.33 0.11 0.11 0.03 0.08 0.85 0.17 0.66 0.65 0.04 Delay/Veh: 18.9 18.9 19.4 17.8 17.8 17.3 26.2 22.7 12.5 34.8 16.9 11.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.9 18.9 19.4 17.8 17.8 17.3 26.2 22.7 12.5 34.8 16.9 11.7 DesignQueue: 2 1 4 1 1 0 1 32 3 6 24 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P8+ MITIG8 - Existing PM Wed Aug 27, 2003 11:01:35 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #8 Cook St. (NS) / I-10 WB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.205 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 10.2 Optimal Cycle: 60 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Permitted Permitted Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 15 15 0 15 15 0 0 0 21 21 21 Lanes: 0 0 2 0 1 0 0 2 1 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 113 506 0 79 12 0 0 0 225 0 24 Growth 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 Initial Bse: 0 113 506 0 79 12 0 0 0 225 0 24 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 113 0 0 79 12 0 0 0 225 0 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 113 0 0 79 12 0 0 0 225 0 24 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 113 0 0 79 12 0 0 0 225 0 24 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.78 1.00 0.65 Lanes: 0.00 2.00 1.00 0.00 2.60 0.40 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1900 0 4413 670 0 0 0 1473 0 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.03 0.00 0.00 0.02 0.02 0.00 0.00 0.00 0.15 0.00 0.01 Crit Moves: **** **** Green/Cycle: 0.00 0.25 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.65 0.00 0.65 Volume/Cap: 0.00 0.13 0.00 0.00 0.07 0.07 0.00 0.00 0.00 0.24 0.00 0.02 Delay/Veh: 0.0 17.5 0.0 0.0 17.2 17.2 0.0 0.0 0.0 4.5 0.0 3.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.5 0.0 0.0 17.2 17.2 0.0 0.0 0.0 4.5 0.0 3.7 DesignQueue: 0 3 0 0 2 0 0 0 0 3 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE b85 MITIG8 - Existing PM Wed Aug 27, 2003 10:59:56 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #7 Cook St. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.234 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 21.1 Optimal Cycle: 60 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 15 15 15 15 0 21 21 21 0 0 0 Lanes: 0 0 2 1 0 1 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 590 344 24 285 0 16 1 430 0 0 0 Growth 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 Initial Bse: 0 590 344 24 285 0 16 1 430 0 0 0 User 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 PHF 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 PHF Volume: 0 590 344 24 285 0 16 1 430 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 590 344 24 285 0 16 1 430 0 0 0 PCE 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 MLF 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 Final Vol. : 0 590 344 24 285 0 16 1 430 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.86 0.86 0.95 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.00 1.00 1.00 3.00 0.00 1.88 0.12 1.00 0.00 0.00 0.00 Final Sat. : 0 3268 1634 1805 5187 0 3040 190 1615 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.21 0.01 0.05 0.00 0.01 0.01 0.27 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.25 0.25 0.25 0.50 0.00 0.35 0.35 0.35 0.00 0.00 0.00 Volume/Cap: 0.00 0.72 0.84 0.05 0.11 0.00 0.02 0.02 0.76 0.00 0.00 0.00 Delay/Veh: 0.0 22.6 27.3 17.2 8.0 0.0 12.7 12.7 23.3 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 22.6 27.3 17.2 8.0 0.0 12.7 12.7 23.3 0.0 0.0 0.0 DesignQueue: 0 15 9 1 5 0 0 0 10 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE pg to MITIG8 - Existing PM Wed Aug 27, 2003 10:56:17 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #5 Cook St. (NS) / Gerald Ford Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.308 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 24.0 Optimal Cycle: 71 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- {--------------- {--------------- {--------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 15 15 10 18 18 10 21 21 10 21 21 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I--------------- i --------------- {--------------- ---------------{ Volume Module: Base Vol: 118 758 1 52 557 64 97 147 109 1 95 74 Growth 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 Initial Bse: 118 758 1 52 557 64 97 147 109 1 95 74 User 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 PHF 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 PHF Volume: 118 758 1 52 557 64 97 147 109 1 95 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 758 1 52 557 64 97 147 109 1 95 74 PCE 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 MLF 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 Final Vol. : 118 758 1 52 557 64 97 147 109 1 95 74 ------------ {--------------- {--------------- --------------- {---------------{ Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------ I --------------- { --------------- { {--------------- ---------------{ Capacity Analysis Module: Vol/Sat: 0.03 0.15 0.00 0.01 0.15 0.04 0.03 0.04 0.07 0.00 0.03 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.28 0.28 0.19 0.34 0.34 0.13 0.26 0.26 0.13 0.26 0.26 Volume/Cap: 0.27 0.53 0.00 0.08 0.46 0.12 0.22 0.16 0.26 0.00 0.10 0.17 Delay/Veh: 32.0 24.8 20.9 27.0 21.0 18.4 31.8 22.8 23.7 30.6 22.4 23.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.0 24.8 20.9 27.0 21.0 18.4 31.8 22.8 23.7 30.6 22.4 23.0 DesignQueue: 5 25 0 2 17 2 4 5 4 0 3 2 +++++++++++++++++++++++++++++++++++++++++++*++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P97 MITIG8 - Existing PM Wed Aug 27, 2003 10:52:01 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #3 Cook St. (NS) / Frank Sinatra Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.511 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.1 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 2 0 1 1 0 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 179 861 158 58 615 69 206 256 177 50 120 31 Growth 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 Initial Bse: 179 861 158 58 615 69 206 256 177 50 120 31 User 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 PHF 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 PHF Volume: 179 861 158 58 615 69 206 256 177 50 120 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 861 158 58 615 69 206 256 177 50 120 31 PCE 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 MLF 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 Final Vol. : 179 861 158 58 615 69 206 256 177 50 120 31 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.93 0.93 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 1.69 0.31 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 2980 547 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.29 0.29 0.02 0.17 0.04 0.06 0.07 0.11 0.01 0.03 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.29 0.29 0.13 0.29 0.29 0.13 0.28 0.28 0.13 0.28 0.28 Volume/Cap: 0.37 0.98 0.98 0.12 0.59 0.15 0.44 0.25 0.39 0.11 0.12 0.07 Delay/Veh: 29.9 50.6 50.6 28.8 23.7 19.9 30.6 21.1 22.4 28.7 20.2 19.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.9 50.6 50.6 28.8 23.7 19.9 30.6 21.1 22.4 28.7 20.2 19.9 DesignQueue: 7 27 5 2 19 2 8 8 5 2 4 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE pg2 MITIG8 - Existing PM Wed Aug 27, 2003 10:50:52 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #2 Cook St. (NS) / Country Club Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.564 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.8 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- H---------------11--------------- I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- --------------- ---------------11 --------------- � Volume Module: Base Vol: 207 928 72 140 484 90 172 342 218 142 167 173 Growth 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 Initial Bse: 207 928 72 140 484 90 172 342 218 142 167 173 User 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 PHF 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 PHF Volume: 207 928 72 140 484 90 172 342 218 142 167 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 207 926 72 140 484 90 172 342 218 142 167 173 PCE 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 MLF 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 Final Vol. : 207 928 72 140 484 90 172 342 218 142 167 173 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.06 0.26 0.04 0.04 0.13 0.06 0.05 0.09 0.13 0.04 0.05 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.44 0.91 0.16 0.30 0.47 0.20 0.36 0.33 0.48 0.30 0.16 0.38 Delay/Veh: 30.1 36.9 20.0 29.2 22.3 20.3 29.6 21.2 22.7 29.2 20.0 21.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.1 36.9 20.0 29.2 22.3 20.3 29.6 21.2 22.7 29.2 20.0 21.8 DesignQueue: 7 29 2 5 15 3 6 10 7 5 5 5 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V91 MITIG8 - Existing PM Wed Aug 27, 2003 10:58:12 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #6 Cook St. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.689 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.1 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 2 0 2 0 1 2 0 2 0 1 1 0 1 1 0 2 0 2 0 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 178 996 312 140 767 189 270 555 186 156 456 217 Growth 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 Initial Bse: 178 996 312 140 767 189 270 555 186 156 456 217 User 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 PHF 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 PHF Volume: 178 996 312 140 767 189 270 555 186 156 456 217 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 178 996 312 140 767 189 270 555 186 156 456 217 PCE 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 MLF 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 Final Vol. : 178 996 312 140 767 189 270 555 186 156 456 217 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.95 0.91 0.91 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 1.50 0.50 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 1805 2601 872 3502 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.28 0.19 0.04 0.21 0.12 0.15 0.21 0.21 0.04 0.13 0.13 Crit Moves **** **** **** **** Green/Cycle: 0.14 0.32 0.32 0.12 0.30 0.30 0.17 0.29 0.29 0.14 0.25 0.25 Volume/Cap: 0.36 0.86 0.60 0.34 0.72 0.39 0.86 0.75 0.75 0.33 0.51 0.54 Delay/Veh: 33.5 33.9 26.3 35.0 29.0 24.3 54.9 30.8 30.8 33.6 28.1 29.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.5 33.9 26.3 35.0 29.0 24.3 54.9 30.8 30.8 33.6 28.1 29.4 DesignQueue: 7 34 10 6 27 6 11 20 7 6 17 8 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE n MITIG8 - Existing PM Wed Aug 27, 2003 1C . 4:05 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #4 Cook St. (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.952 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 56.1 Optimal Cycle: 120 Level Of Service: E ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 21 21 10 21 21 10 21 21 5 21 21 Lanes: 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 119 608 64 474 597 550 600 1542 134 81 998 454 Growth 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 Initial Bse: 119 608 64 474 597 550 600 1542 134 81 998 454 User 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 PHF 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 PHF Volume: 119 608 64 474 597 550 600 1542 134 81 998 454 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 608 64 474 597 550 600 1542 134 81 998 454 PCE 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 MLF 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 Final Vol. : 119 608 64 474 597 550 600 1542 134 81 998 454 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 1805 3610 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.17 0.04 0.14 0.17 0.34 0.17 0.43 0.08 0.02 0.28 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.17 0.17 0.24 0.35 0.35 0.18 0.44 0.44 0.04 0.30 0.30 Volume/Cap: 0.97 0.96 0.23 0.56 0.47 0.97 0.94 0.97 0.19 0.56 0.92 0.94 Delay/Veh: 127.9 75.7 42.9 40.5 30.6 68.9 70.4 49.1 20.7 61.0 53.7 67.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 127.9 75.7 42.9 40.5 30.6 68.9 70.4 49.1 20.7 61.0 53.7 67.5 DesignQueue: 8 35 4 25 27 26 34 64 5 5 50 23 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1�0I MITIG8 - Existing PM Thu Aug 28, 2003 18:43:07 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - MW 08/28/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #9 Cook St. (NS) / SR-111 (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.667 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.2 Optimal Cycle: 79 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 18 18 18 18 18 18 10 21 21 7 21 21 Lanes: 1 0 1 1 0 1 1 1 0 1 1 0 1 1 0 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 54 151 148 264 201 204 227 1211 65 95 964 285 Growth 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 Initial Bse: 54 151 148 264 201 204 227 1211 65 95 964 285 User 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 PHF 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 PHF Volume: 54 151 148 264 201 204 227 1211 65 95 964 285 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 151 148 264 201 204 227 1211 65 95 964 285 PCE 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 MLF 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 Final Vol. : 54 151 148 264 201 204 227 1211 65 95 964 285 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.88 0.88 0.92 0.92 0.85 0.95 0.94 0.94 0.95 0.95 0.85 Lanes: 1.00 1.01 0.99 1.70 1.30 1.00 1.00 1.90 0.10 1.00 2.00 1.00 Final Sat. : 1805 1688 1655 2988 2275 1615 1805 3399 182 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.09 0.09 0.09 0.09 0.13 0.13 0.36 0.36 0.05 0.27 0.18 Crit Moves **** **** **** **** Green/Cycle: 0.18 0.18 0.18 0.18 0.18 0.18 0.17 0.45 0.45 0.07 0.35 0.35 Volume/Cap: 0.17 0.50 0.50 0.49 0.49 0.70 0.76 0.79 0.79 0.75 0.76 0.50 Delay/Veh: 34.9 37.6 37.6 37.3 37.3 46.0 50.2 26.3 26.3 67.7 31.1 26.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.9 37.6 37.6 37.3 37.3 46.0 50.2 26.3 26.3 67.7 31.1 26.1 DesignQueue: 2 7 7 12 9 10 11 41 2 5 37 11 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ;)q Z Existing PM Wed Aug 13, 2003 17:22:48 Page 21-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) Intersection #20 Gerald Ford Dr. (NS) / Frank Sinatra Dr. (EW) Average Delay (sec/veh) : 3.2 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 1 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 0 172 0 1 4 205 0 0 126 168 Growth 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 Initial Bse: 0 0 0 172 0 1 4 205 0 0 126 168 User 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 PHF 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 PHF Volume: 0 0 0 172 0 1 4 205 0 0 126 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 172 0 1 4 205 0 0 126 168 ------------ I--------------- --------------- --------------- 11--------------- I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 339 xxxx 126 294 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 661 xxxx 930 1279 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 659 xxxx 930 1279 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 12.4 xxxx 8.9 7.8 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * A A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxXx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxX X)= xxxxx Shared LOS: * * ApproachDel: xxxxxx 12.4 xxxxxx xxxxxx ApproachLOS: * B Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M3 MITIG8 - Existing PM Wed Aug 27, 2003 11:18:17 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #14 Eldorado Dr. (NS) / Country Club Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.474 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 24.3 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 49 75 138 45 94 30 52 925 96 80 628 61 Growth 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 Initial Bse: 49 75 138 45 94 30 52 925 96 80 628 61 User 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 PHF 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 PHF Volume: 49 75 138 45 94 30 52 925 96 80 628 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 75 138 45 94 30 52 925 96 80 628 61 PCE 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 MLF 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 Final Vol. : 49 75 138 45 94 30 52 925 96 80 628 61 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- H--------------- 11 --------------- I Capacity Analysis Module: Vol/Sat: 0.03 0.02 0.09 0.02 0.03 0.02 0.03 0.26 0.06 0.04 0.17 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.23 0.23 0.11 0.23 0.23 0.17 0.41 0.41 0.11 0.35 0.35 Volume/Cap: 0.24 0.09 0.37 0.22 0.11 0.08 0.17 0.62 0.14 0.40 0.49 0.11 Delay/Veh: 37.2 27.1 29.5 37.0 27.2 27.0 32.3 21.8 16.7 38.5 23.1 19.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.2 27.1 29.5 37.0 27.2 27.0 32.3 21.8 16.7 38.5 23.1 19.6 DesignQueue: 2 3 5 2 4 1 2 29 3 4 21 2 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 01q MITIG8 - Existing PM Thu Aug 28, 2003 18:55:43 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - MW 08/28/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) Intersection #15 Eldorado Dr. (NS) / Frank Sinatra Dr. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.366 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 10.2 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 0 1 0 0 1 1 0 1 0 1 1 0 1 0 1 ------------ I--------------- --------------- --------------- ---------------I Volume Module: Base Vol: 87 16 9 9 10 38 36 233 103 2 173 8 Growth 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 Initial Bse: 87 16 9 9 10 38 36 233 103 2 173 8 User 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 PHF 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 PHF Volume: 87 16 9 9 10 38 36 233 103 2 173 8 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 87 16 9 9 10 38 36 233 103 2 173 8 PCE 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 MLF 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 Final Vol. : 87 16 9 9 10 38 36 233 103 2 173 8 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 1.00 0.47 0.53 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 508 544 609 252 280 619 581 636 722 543 593 664 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.17 0.03 0.01 0.04 0.04 0.06 0.06 0.37 0.14 0.00 0.29 0.01 Crit Moves: **** **** **** **** Delay/Veh: 10.6 9.0 8.2 9.2 9.2 8.4 9.1 11.2 8.3 9.0 10.8 7.9 Delay 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 AdjDel/Veh: 10.6 9.0 8.2 9.2 9.2 8.4 9.1 11.2 8.3 9.0 10.8 7.9 LOS by Move: B A A A A A A B A A B A ApproachDel: 10.2 8.6 10.2 10.6 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 10.2 8.6 10.2 10.6 LOS by Appr: B A B B Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE pqS7 Existing PM Wed Aug 13, 2003 17:22:48 Page 17-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #16 Eldorado Dr. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.016 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 39.2 { v/G (10 Optimal Cycle: 0 Level Of Service: ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 1 0 0 0 0 0 1 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 99 0 55 106 662 0 0 408 58 Growth 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 Initial Bse: 0 0 0 99 0 55 106 662 0 0 408 58 User 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 PHF 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 PHF Volume: 0 0 0 99 0 55 106 662 0 0 408 58 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 99 0 55 106 662 0 0 408 58 PCE 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 MLF 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 Final Vol. : 0 0 0 99 0 55 106 662 0 0 408 58 ------------I --------------- --------------- --------------- ---------------� Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.88 0.12 Final Sat. : 0 0 0 461 0 543 595 652 0 0 557 79 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx 0.21 xxxx 0.10 0.18 1.02 xxxx xxxx 0.73 0.73 Crit Moves: **** **** **** Delay/Veh: 0.0 0.0 0.0 12.3 0.0 9.8 10.0 62.1 0.0 0.0 22.3 22.3 Delay 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 AdjDel/Veh: 0.0 0.0 0.0 12.3 0.0 9.8 10.0 62.1 0.0 0.0 22.3 22.3 LOS by Move: * * * B * A B F * * C C ApproachDel: xxxxxx 11.4 54.9 22.3 Delay Adj : xxxxx 1.00 1.00 1.00 ApprAdjDel: xxxxxx 11.4 54.9 22.3 LOS by Appr: * B F C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Dq(f i MITIG8 - Existing PM Wed Aug 27, 2003 11:20:02 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #17 Eldorado Dr. (NS) / SR-111 (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.638 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 24.6 Optimal Cycle: 61 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 21 21 21 21 21 21 10 21 21 10 15 15 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- 11--------------- ---------------� Volume Module: Base Vol: 36 70 77 142 38 18 66 1469 76 79 1141 109 Growth 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 Initial Bse: 36 70 77 142 38 18 66 1469 76 79 1141 109 User 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 PHF 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 PHF Volume: 36 70 77 142 38 18 66 1469 76 79 1141 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 36 70 77 142 38 18 66 1469 76 79 1141 109 PCE 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 MLF 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 Final Vol. : 36 70 77 142 38 18 66 1469 76 79 1141 109 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 0.95 0.85 0.71 0.90 0.90 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 1.36 0.64 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1368 3610 1615 1347 2332 1105 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.03 0.02 0.05 0.11 0.02 0.02 0.04 0.41 0.05 0.04 0.32 0.07 Crit Moves: **** **** **** Green/Cycle: 0.30 0.30 0.30 0.30 0.30 0.30 0.14 0.43 0.43 0.14 0.43 0.43 Volume/Cap: 0.09 0.06 0.16 0.35 0.05 0.05 0.26 0.95 0.11 0.31 0.74 0.16 Delay/Veh: 17.7 17.5 18.2 19.7 17.5 17.5 27.2 32.1 12.1 27.6 18.6 12.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 17.7 17.5 18.2 19.7 17.5 17.5 27.2 32.1 12.1 27.6 18.6 12.4 DesignQueue: 1 2 2 4 1 0 2 36 2 3 28 2 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 901 MITIG8 - Existing PM Wed Aug 27, 2003 11:05:06 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Oasis Club Dr. (NS) / Country Club Dr. ******************************************************************************** Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.426 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 16.8 Optimal Cycle: 61 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ►--------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 21 21 21 21 21 21 10 21 21 10 15 15 Lanes: 1 0 1 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 55 86 90 162 129 16 27 794 116 37 564 94 Growth 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 Initial Bse: 55 86 90 162 129 16 27 794 116 37 564 94 User 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 PHF 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 PHF Volume: 55 86 90 162 129 16 27 794 116 37 564 94 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 86 90 162 129 16 27 794 116 37 564 94 PCE 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 MLF 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 Final Vol. : 55 86 90 162 129 16 27 794 116 37 564 94 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.67 1.00 0.85 0.70 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1273 1900 1615 1322 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.05 0.06 0.12 0.04 0.01 0.01 0.22 0.07 0.02 0.16 0.06 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.20 0.34 0.34 0.16 0.30 0.30 Volume/Cap: 0.13 0.13 0.16 0.36 0.10 0.03 0.07 0.64 0.21 0.13 0.51 0.19 Delay/Veh: 13.8 13.8 14.0 15.4 13.6 13.3 19.7 17.9 14.3 22.0 17.9 15.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.8 13.8 14.0 15.4 13.6 13.3 19.7 17.9 14.3 22.0 17.9 15.8 DesignQueue: 1 2 2 4 3 0 1 19 3 1 14 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Pig Existing PM Wed Aug 13, 2003 17:22:48 Page 34-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Base Volume Alternative) Intersection #33 Oasis Club Dr. (NS) / Hovley Ln. East (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.525 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 14.2 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 200 0 38 64 575 0 0 353 120 Growth 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 Initial Bse: 0 0 1 0 200 0 38 64 575 0 0 353 120 User 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 PHF 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 PHF Volume: 0 0 0 200 0 38 64 575 0 0 353 120 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 200 0 38 64 575 0 0 353 120 PCE 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 MLF 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 Final Vol. : 0 0 0 200 0 38 64 575 0 0 353 120 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.49 0.51 Final Sat. : 0 0 0 465 0 543 503 1095 0 0 857 303 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: xxxx xxxx XXXX 0.43 xxxx 0.07 0.13 0.53 xxxx xxxx 0.41 0.40 Crit Moves: **** **** **** Delay/Veh: 0.0 0.0 0.0 15.2 0.0 9.4 10.6 15.9 0.0 0.0 12.8 12.2 Delay 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 AdjDel/Veh: 0.0 0.0 0.0 15.2 0.0 9.4 10.6 15.9 0.0 0.0 12.8 12.2 LOS by Move: * * * C * A B C * * B B ApproachDel: xxxxxx 14.3 15.3 12.7 Delay Adj : xxxxx 1.00 1.00 1.00 ApprAdjDel: xxxxxx 14.3 15.3 12.7 LOS by Appr: * B C B ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P41 MITIG8 - Existing PM Wed Aug 27, 2003 12:15:37 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #51 Washington St. (NS) / Varner Rd. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.298 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.3 Optimal Cycle: 80 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 1 1 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 238 429 512 76 278 38 2 31 66 318 98 46 Growth 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 Initial Bse: 238 429 512 76 278 38 2 31 66 318 98 46 User 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 PHF 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 PHF Volume: 238 429 512 76 278 38 2 31 66 318 98 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 429 512 76 278 38 2 31 66 318 98 46 PCE 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 MLF 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 Final Vol. : 238 429 512 76 278 38 2 31 66 318 98 46 ------------I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.95 0.95 0.85 0.92 0.90 0.90 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 1805 3610 1615 3502 3437 1718 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.08 0.32 0.02 0.05 0.02 0.00 0.01 0.04 0.09 0.03 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.30 0.43 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.54 0.28 0.75 0.17 0.18 0.08 0.01 0.03 0.14 0.73 0.10 0.09 Delay/Veh: 34.3 21.5 23.8 31.5 20.8 20.1 30.7 19.8 20.6 39.7 20.2 20.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.3 21.5 23.8 31.5 20.8 20.1 30.7 19.8 20.6 39.7 20.2 20.2 DesignQueue: 9 14 14 3 9 1 0 1 2 13 3 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Default Scenario Sat Aug 30, 2003 09:06:39 Page 1-1 -------------------------------------- ----------------------------------------- JN: 00055 Palm Desert General Plan Update Existing PM Peak Hour Intersection Analysis Urban Crossroads - MW 8/29/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #1 Washington St. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.488 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 15.7 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11--------------- ---------------� Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 21 0 21 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 1 0 0 2 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 914 323 89 548 0 179 2 607 0 0 0 Growth 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 Initial Bse: 0 914 323 89 548 0 179 2 607 0 0 0 User 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 PHF 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 PHF Volume: 0 914 323 89 548 0 179 2 607 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 914 323 89 548 0 179 2 607 0 0 0 PCE 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 MLF 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 Final Vol. : 0 914 323 89 548 0 179 2 607 0 0 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.91 1.00 0.85 0.85 0.75 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.98 0.02 2.00 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 5187 0 3194 36 2842 0 0 0 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.20 0.03 0.11 0.00 0.06 0.06 0.21 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.31 0.31 0.17 0.48 0.00 0.37 0.37 0.37 0.00 0.00 0.00 Volume/Cap: 0.00 0.57 0.65 0.15 0.22 0.00 0.15 0.15 0.57 0.00 0.00 0.00 Delay/Veh: 0.0 17.9 20.9 21.5 9.3 0.0 12.5 12.5 15.7 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.9 20.9 21.5 9.3 0.0 12.5 12.5 15.7 0.0 0.0 0.0 DesignQueue: 0 22 8 2 10 0 4 0 13 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVI": . T2101 MITIG8 - Existing PM Wed Aug 27, 2003 12:11:18 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #48 Washington St. (NS) / Country Club Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.927 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 49.1 Optimal Cycle: 120 Level Of Service: D ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------11--------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 2 1 0 2 0 3 0 1 2 0 1 1 0 1 0 2 0 1 ------------ --------------- 11--------------- --------------- ---------------� Volume Module: Base Vol: 379 1459 45 292 906 531 782 636 202 151 453 281 Growth 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 Initial Bse: 379 1459 45 292 906 531 782 636 202 151 453 281 User 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 PHF 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 PHF Volume: 379 1459 45 292 906 531 782 636 202 151 453 281 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 379 1459 45 292 906 531 782 636 202 151 453 281 PCE 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 MLF 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 Final Vol. : 379 1459 45 292 906 531 782 636 202 151 453 281 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 0.92 0.91 0.85 0.92 0.92 0.92 0.95 0.95 0.85 Lanes: 2.00 2.91 0.09 2.00 3.00 1.00 2.00 1.52 0.48 1.00 2.00 1.00 Final Sat. : 3502 5012 155 3502 5187 1615 3502 2641 839 1805 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.11 0.29 0.29 0.08 0.17 0.33 0.22 0.24 0.24 0.08 0.13 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.36 0.36 0.10 0.35 0.35 0.24 0.32 0.32 0.11 0.20 0.20 Volume/Cap: 0.94 0.81 0.81 0.81 0.50 0.94 0.94 0.74 0.74 0.74 0.63 0.87 Delay/Veh: 83.5 37.4 37.4 65.4 31.1 62.6 63.9 38.8 38.8 65.3 45.7 68.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 83.5 37.4 37.4 65.4 31.1 62.6 63.9 38.8 38.8 65.3 45.7 68.1 DesignQueue: 23 67 2 18 41 25 42 30 10 9 25 16 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE pluL MITIGB - Existing PM Wed Aug 27, 2003 12:14:31 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #50 Washington St. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 115 Critical Vol./Cap. (X) : 0.895 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 69.6 Optimal Cycle: 115 Level Of Service: E ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 1 0 3 0 1 1 0 3 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 321 1179 376 286 1019 226 560 593 308 333 338 170 Growth 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 Initial Bse: 321 1179 376 286 1019 226 560 593 308 333 338 170 User 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 PHF 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 PHF Volume: 321 1179 376 286 1019 226 560 593 308 333 338 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 321 1179 376 286 1019 226 560 593 308 333 338 170 PCE 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 MLF 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 Final Vol. : 321 1179 376 286 1019 226 560 593 308 333 338 170 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.91 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 5187 1615 1805 5187 1615 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.18 0.23 0.23 0.16 0.20 0.14 0.31 0.16 0.19 0.18 0.09 0.11 Crit Moves: **** **** **** *+** Green/Cycle: 0.18 0.22 0.22 0.16 0.20 0.20 0.31 0.21 0.21 0.31 0.21 0.21 Volume/Cap: 0.98 1.01 1.04 1.01 0.98 0.70 1.01 0.79 0.91 0.60 0.45 0.50 Delay/Veh: 92.0 74.3 102.0 105.5 69.6 49.5 81.5 48.6 72.7 35.8 40.2 41.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 92.0 74.3 102.0 105.5 69.6 49.5 81.5 48.6 72.7 35.8 40.2 41.5 DesignQueue: 18 62 20 16 55 12 27 31 16 15 17 9 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE p C5 MITIG8 - Existing PM Wed Aug 27, 2003 12:12:30 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #49 Washington St. (NS) / Fred Waring Dr. (EW) ******************************************************************************** Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.585 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.2 Optimal Cycle: 77 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 1 0 2 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 273 1035 45 312 896 192 172 658 167 42 503 161 Growth 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 Initial Bse: 273 1035 45 312 896 192 172 658 167 42 503 161 User 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 PHF 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 PHF Volume: 273 1035 45 312 896 192 172 658 167 42 503 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 273 1035 45 312 896 192 172 658 167 42 503 161 PCE 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 MLF 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 Final Vol. : 273 1035 45 312 896 192 172 658 167 42 503 161 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.20 0.03 0.09 0.17 0.12 0.05 0.18 0.10 0.02 0.14 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.27 0.27 0.13 0.27 0.27 0.13 0.31 0.31 0.13 0.31 0.31 Volume/Cap: 0.60 0.73 0.10 0.69 0.63 0.44 0.38 0.58 0.33 0.18 0.45 0.32 Delay/Veh: 33.8 27.4 21.0 36.3 25.6 23.8 31.2 23.1 20.7 30.2 21.5 20.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.8 27.4 21.0 36.3 25.6 23.8 31.2 23.1 20.7 30.2 21.5 20.6 DesignQueue: 10 34 1 12 29 6 6 20 5 2 15 5 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE blo+ MITIG8 - Existing PM Wed Aug 27, 2003 12:09:57 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 PALM DESERT GENERAL PLAN UPDATE EXISTING PM HCM ANALYSIS URBAN CROSSROADS - AT 08/01/2003 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #47 Varner Rd. (NS) / I-10 WB Ramps (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.443 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 16.9 Optimal Cycle: 58 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 15 20 10 15 15 24 20 24 0 0 0 Lanes- 2 0 2 0 0 0 0 3 0 1 2 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 140 219 0 0 234 404 218 0 30 0 0 0 Growth 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 Initial Bse: 140 219 0 0 234 404 218 0 30 0 0 0 User 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 PHF 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 PHF Volume: 140 219 0 0 234 404 218 0 30 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 140 219 0 0 234 404 218 0 30 0 0 0 PCE 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 MLF 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 Final Vol. : 140 219 0 0 234 404 218 0 30 0 0 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 0.85 0.60 1.00 0.85 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 3.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 3610 0 0 5187 1615 2278 0 1615 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.06 0.00 0.00 0.05 0.25 0.10 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.14 0.53 0.00 0.00 0.39 0.39 0.34 0.00 0.34 0.00 0.00 0.00 Volume/Cap: 0.28 0.11 0.00 0.00 0.12 0.65 0.28 0.00 0.05 0.00 0.00 0.00 Delay/Veh: 27.1 8.3 0.0 0.0 13.9 20.0 16.9 0.0 15.4 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.1 8.3 0.0 0.0 13.9 20.0 16.9 0.0 15.4 0.0 0.0 0.0 DesignQueue: 5 4 0 0 6 10 6 0 1 0 0 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE )PID�- APPENDIX E CURRENTLY ADOPTED GENERAL PLAN ALTERNATIVE DAILY TRAFFIC VOLUME REFINEMENTS APPENDIX E PALM DESERT EXISTING GENERAL PLAN ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING1 INITIAL RAW ROADWAY SEGMENT I REFINED FINAL FROM TO COUNT FORECAST GROWTH GROWTH FORECAST Desert Crossing north of SR-111 SR-111 1,500 643 (857) 1,500 Desert Crossing SR-111 south of SR-111 8,600 8,600 Town Center W . Fred Waring Dr. SR-111 7,700 4,918 (2,782) 7,700 El Paseo SR-111 Plaza W . 8,400 8,436 36 36 8,436 El Paseo SR-111 Portola Av. 6,500 10,115 3,615 3,615 10,115 Plaza Wy. Shopping Center SR-111 4,500 418 (4,082) - 4,500 Monterey Av. Varner Rd. I-10 WB Ramps 15,600 46,074 30,474 30,474 46,074 Monterey Av. 1-10 WB Ramps 1-10 EB Ramps 22,600 52,975 30,375 30,375 52,975 Monterey Av. 1-10 EB Ramps Dinah Shore Dr. 32,700 63,657 30,957 30,957 63,657 Monterey Av. Dinah Shore Dr. Gerald Ford Dr. 34,600 40,055 5,455 5,455 40,055 Monterey Av. Gerald Ford Dr. Frank Sinatra Dr. 22,900 31,172 8,272 8,272 31,172 (� Monterey Av. Frank Sinatra Dr. Country Club Dr. 30,600 27,969 (2,631) - 30,600 �1 Monterey Av. Country Club Dr. Parkview Dr. 26,300 35,948 9,648 9,648 35,948 Monterey Av. Parkview Dr. Fred Waring Dr. 23,000 30,018 7,018 7,018 30,018 Monterey Av. Fred Waring Dr. SR-111 20,500 27,574 7,074 7,074 27,574 Monterey Av. SR-111 El Paseo 22,800 37,529 14,729 14,729 37,529 College of the Desert north of Fred Waring Dr. Fred Waring Dr. 4,300 2,711 (1,589) - 4,300 College of the Desert Fred Waring Dr. south of Fred Waring Dr. 400 681 281 281 681 San Pablo Av. Magnesia Falls Dr. Fred Waring Dr. 10,000 2,867 (7,133) - 10,000 San Pablo Av. Fred Waring Dr. SR-111 11,300 8,440 (2,860) 11,300 San Pablo Av. SR-111 El Paseo 5,600 5,592 (8) 5,600 San Luis Rey Av. SR-111 El Paseo 6,600 3,465 (3,135) 6,600 Portola Av. Varner Rd. 1-10 WB Ramps - 33,118 33,118 33,118 33,118 Portola Av. 1-10 WB Ramps 1-10 EB Ramps 37,488 37,488 37,488 37,488 Portola Av. 1-10 EB Ramps Gerald Ford Dr. - 47,256 47,256 47,256 47,256 Portola Av. Gerald Ford Dr. Spine Rd. 5,200 29,040 23,840 23,840 29,040 Portola Av. Frank Sinatra Dr. Country Club Dr. 9,600 37,492 27,892 27,892 37,492 Portola Av. Country Club Dr. Hovley Ln. E. 18,600 29,444 10,844 10,844 29,444 Portola Av. Hovley Ln. E. Magnesia Falls Dr. 20,500 27,087 6,587 6,587 27,087 Portola Av, Magnesia Falls Dr. Fred Waring Dr. 17,400 22,552 5,152 5,152 22,552 Portola Av. Fred Waring Dr. SR-111 19,300 23,561 4,261 4,261 23,561 Portola Av. SR-111 El Paseo 13,000 11,306 (1,694) - 13,000 Deep Canyon Rd. Magnesia Falls Dr. Fred Waring Dr. 19,800 1,355 (18,445) 19,800 Deep Canyon Rd. Fred Waring Dr. SR-111 22,600 5,756 (16,844) 22,600 Deep Canyon Rd. SR-111 Fairway Dr. 8,300 4,338 (3,962) 8,300 ,Hospitality Dr. north of SR-111 SR-111 1,500 1,919 419 419 1,919 Hos italit Dr. SR-111 south of SR-111 5,900 2,211 (3,689) - 5,900 APPENDIX E(CONTINUED) PALM DESERT EXISTING GENERAL PLAN ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH GROWTH FORECAST Chase School Rd. Ramon Rd. Varner Rd. 400 20,269 19,869 19,869 20,269 Chase School Rd. Varner Rd. 1-10 WB Ramps 5,900 33,934 28,034 28,034 33,934 Cook St. 1-10 WB Ramps 1-10 EB Ramps 10,700 40,912 30,212 30,212 40,912 Cook St. 1-10 EB Ramps Gerald Ford Dr. 21,900 52,743 30,843 30,843 52,743 Cook St. Spine Rd. Frank Sinatra Dr. 16,700 53,333 36,633 36,633 53,333 Cook St. Frank Sinatra Dr. Country Club Dr. 22,100 40,9931 18,893 18,893 40,993 Cook St. Country Club Dr. Hovley Ln. E. 27,700 45,490 17,790 17,790 45,490 Cook St. Hovley Ln. E. Fred Waring Dr. 25,500 34,302 8,802 8,802 34,362 Cook St. Fred Waring Dr. SR-111 14,300 32,695 18,395 18,395 32,695 Cook St. SR-111 Fairway Dr. 7,300 5,256 2,044) - 7,300 rt'c Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 2,200 2,032 (168) - 2,200 Eldorado Dr. Frank Sinatra Dr. Country Club Dr. 3,200 2,182 (1,018) - 3,200 Eldorado Dr. Country Club Dr. Hovley Ln. E. 3,500 7,759 4,259 4,259 7,759 Via Toscana Hovley Ln. E. Pisa - 2,749 2,749 2,749 2,749 Eldorado Dr. Fred Waring Dr. SR-111 5,400 9,472 4,072 4,072 9,472 Eldorado Dr. SR-111 Fairway Dr. 4,500 9,001 4,501 4,501 9,001 Thousand Palms Canyon Rd. Dillon Rd. Ramon Rd. 1,600 2,757 1,157 1,157 2,757 Oasis Club Dr. Country Club Dr. Hovley Ln. E. 5,200 2,699 (2,501) - 5,200 Washington St. Av. 38 Varner Rd. 9,500 62,030 52,530 52,530 62,030 Washington St. Varner Rd. 1-10 EB Ramps 23,700 69,872 46,172 46,172 69,872 Washington St. 1-10 EB Ramps Country Club Dr. 46,200 71,124 24,924 24,924 71,124 Washington St. Country Club Dr. Hovley Ln. E. 15,300 41,372 26,072 26,072 41,372 Washington St. Hovley Ln. E. Fred Waring Dr. 31,000 43,255 12,255 12,255 43,255 Washington St. Fred Waring Dr. SR-111 27,200 45,351 18,151 18,151 45,351 Dillon Rd. Hot Springs Rd. Thousand Palms Canyon Rd. 2,500 2,789 289 289 2,789 Ramon Rd. Bob Hope Dr. 1-10 EB Rams 24,100 46,585 22,485 22,485 46,585 Ramon Rd. 1-10 EB Ramps 1-10 WB Rams 19,100 27,476 8,376 8,376 27,476 Ramon Rd. 1-10 WB Ramps Varner Rd. 15,900 27,476 11,576 11,576 27,476 Ramon Rd. Monterey Av. Chase School Rd. 6,600 10,627 4,027 4,027 10,627 Dinah Shore Dr. Bob Hope Dr. Monterey Av. 20,500 46,791 26,291 26,291 46,791 Dinah Shore Dr. Monterey Av. Portola Av. - 39,309 39,309 39,309 39,309 Gerald Ford Dr. Bob Hope Dr. Monterey Av. 15,600 38,809 23,209 23,209 38,809 Gerald Ford Dr. Monterey Av. Portola Av. 15,500 40,576 25,076 25,076 40,576 Gerald Ford Dr. Portola Av. Cook St. 5,900 33,277 27,377 27,377 33,277 Gerald Ford Dr. Cook St. Frank Sinatra Dr. 4,000 11,830 7,830 7,830 11,830 ,Spine Rd. Portola Av. Cook St. - 3,845 3,845 3,845 3,845 Frank Sinatra Dr. I Bob Hoe Dr. [Monterey Av. 13,500 24,309 10,809 1 10,809 24,309 APPENDIX E (CONTINUED) PALM DESERT EXISTING GENERAL PLAN ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING INITIAL I RAW I REFINED FINAL ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH GROWTH FORECAST Frank Sinatra Dr. Monterey Av. Portola Av. 11,300 25,920 14,620 14,620 25,920 Frank Sinatra Dr. Portola Av. Cook St. 10,300 22,874 12,574 12,574 22,874 Frank Sinatra Dr. Cook St. Gerald Ford Dr. 6,000 8,259 2,259 2,259 8,259 Frank Sinatra Dr. Gerald Ford Dr. Eldorado Dr. 9,200 15,627 6,427 6,427 15,627 Av. 38 Varner Rd. Washington St. 300 26,907 26,607 26,607 26,907 Tamarisk Row Dr. Eldorado Dr. Country Club Dr. 6,400 13,249 6,849 6,849 13,249 Varner Rd, Monterey Av. 1-10 WB Ramp at Monterey 4,000 30,697 26,697 26,697 30,697 Varner Rd. 1-10 WB Ramp at Monterey Portola Av. 4,000 17,626 13,626 13,626 17,626 Varner Rd. Portola Av. 1-10 WB Ramp at Portola 4,000 43,024 39,024 39,024 43,024 Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. 4,000 30,141 26,141 26,141 30,141 Varner Rd. Chase School Rd. Av. 38 3,500 30,359 26,859 26,859 30,359 Varner Rd. Av. 38 1-10 WB On Ramp at Washington 3,500 5,320 1,820 1,820 5,320 Varner Rd. 1-10 WB On Ramp at Washington Washington St. 6,300 13,330 7,030 7,030 13,330 Varner Rd. Washington St. 1-10 WB Ramps 14,400 29,322 14,922 14,922 29,322 Varner Rd. 1-10 WB Ramps Adams St. 7,000 21,371 14,371 14,371 21,371 1-10 WB Ramps (Washington St.) 1-10 Fwy. Varner Rd. 10,000 7,952 (2,048) - 10,000 1-10 EB Ramps (Bob Hope Dr./Ramon Rd.) 1-10 Fwy. Bob Hope Dr. - 19,705 19,705 19,705 19,705 1-10 EB Ramps (Bob Hope Dr./Ramon Rd.) Ramon Rd. 1-10 Fwy. 7,700 20,056 12,356 12,356 20,056 I-10 EB Ramps (Bob Hope Dr. /Ramon Rd.) Bob Hope Dr. 1-10 Fwy. - 8,213 8,213 8,213 8,213 1-10 WB Ramps(Bob Hope Dr. /Ramon Rd.) 1-10 Fwy. Bob Hope Dr. 22,226 22,226 22,226 22,226 1-10 WB Ramps (Bob Hope Dr./ Ramon Rd.) Bob Hope Dr. 1-10 Fwy. - 21,183 21,183 21,183 21,183 1-10 EB Ramps (Monterey Av.) 1-10 Fwy. Monterey Av. 9,100 10,394 1,294 1,294 10,394 I-10 EB Ramps (Monterey Av.) Monterey Av. 1-10 Fwy. 7,100 14,881 7,781 7,781 14,881 1-10 WB Ramps (Monterey Av.) 1-10 Fwy. Varner Rd. 5,900 11,668 5,768 5,768 11,668 1-10 WB Ramps(Monterey Av.) Monterey Av. 1-10 Fwy. 6,700 8,192 1,492 1,492 8,192 1-10 WB On Ramp(Washington St.) Varner Rd. 1-10 Fwy - 8,892 8,892 8,892 8,892 1-10 EB Ramps (Washington St.) 1-10 Fwy. Washington St. 23,212 23,212 23,212 23,212 1-10 EB Ramps (Washington St.) Washington St 1-10 Fwy 13,610 13,610 13,610 13,610 1-10 EB Ramps (Portola Av.) 1-10 Fwy. Portola Av. 12,731 12,731 12,731 12,731 1-10 EB Ramps(Portola Av.) Portola Av. 1-10 Fwy 11,681 11,681 11,681 11,681 1-10 WB Ramps (Portola Av.) 1-10 Fwy. Varner Rd. 15,114 15,114 15,114 15,114 1-10 WB Ramps(Portola Av.) Portola Av. 1-10 Fwy - 1,513 1,513 1,513 1,513 1-10 EB Ramps (Cook St.) 1-10 Fwy. Cook St. 7,100 11,339 4,239 4,239 11,339 1-10 EB Ramps (Cook St.) Cook St. 1-10 Fwy. 3,500 9,212 5,712 5,712 9,212 1-10 WB Ramps(Cook St.) 1-10 Fwy. Cook St. 7,700 8,598 898 898 8,598 1-10 WB Ramps(Cook St.) Cook St. I-10 Fwy. 2,500 4,196 1,696 1,696 4,196 liCounta Club Dr. Bob Hope Dr. I Monterey Av. 28,800 1 30,031 1,231 1,231 30,031 APPENDIX E (CONTINUED) PALM DESERT EXISTING GENERAL PLAN ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY ROADWAY SEGMENT FROM TO I COUNT FORECAST GROWTH GROWTH I FORECAST Country Club Dr. Monterey Av. Portola Av. 18,700 20,253 1,553 1,553 20,253 Country Club Dr. Portola Av. Cook St. 21,200 25,980 4,780 4,780 25,980 Country Club Dr. Cook St. Eldorado Dr. 21,500 28,901 7,401 7,401 28,901 Country Club Dr. Eldorado Dr. Oasis Club Dr. 20,200 21,468 1,268 1,268 21,468 Country Club Dr. Oasis Club Dr. Washington St. 31,700 35,083 3,383 3,383 35,083 Country Club Dr. Washington St. Av. 42 19,300 23,823 4,523 4,523 23,823 Hovley Ln. E. Portola Av. Cook St. 14,200 811,991 (5,209) 1,600 15,800 Hovley Ln. E. Cook St. Eldorado Dr. 13,600 20,530 6,930 6,930 20,530 Hovley Ln. E. Eldorado Dr. Oasis Club Dr. 12,800 23,865 11,065 11,065 23,865 Hovley Ln. E. Oasis Club Dr. Washington St. 14,500 16,688 2,188 2,188 16,688 Av. 42 Washington St. Adams St. 23,100 19,480 (3,620) - 23,100 Magnesia Falls Dr, Monterey Av. Portola Av. 800 5,775 4,975 4,975 5,775 Magnesia Falls Dr. Portola Av. Deep Canyon Rd. 3,400 2,473 (927) 3,400 Painters Path Fred Waring Dr. SR-111 2,800 2,800 Parkview Dr. SR-111 Monterey Av. 5,100 8,852 3,752 3,752 8,852 Parkview Dr. Monterey Av. College of the Desert 8,400 3,868 (4,532) - 8,400 Fred Waring Dr. SR-111 Monterey Av. 15,700 23,387 7,687 7,687 23,387 Fred Waring Dr. Monterey Av. College of the Desert 28,900 37,294 8,394 8,394 37,294 Fred Waring Dr. College of the Desert San Pablo Av. 28,400 37,966 9,566 9,566 37,966 Fred Waring Dr. San Pablo Av. Portola Av. 38,300 39,623 1,323 1,323 39,623 Fred Waring Dr. Portola Av. Deep Canyon Rd. 38,900 37,345 (1,555) - 38,900 Fred Waring Dr. Deep Canyon Rd. Cook St. 47,600 42,013 (5,587) - 47,600 Fred Waring Dr. Cook St. Eldorado Dr. 21,700 46,073 24,373 24,373 46,073 Fred Waring Dr. Eldorado Dr. California Dr. 21,700 45,288 23,588 23,588 45,288 Fred Waring Dr. California Dr. Warner Tr. 22,900 44,038 21,138 21,138 44,038 Fred Waring Dr. Warner Tr. Washington St. 22,900 53,138 30,238 30,238 53,138 Fred Waring Dr. Washington St. Jefferson St. 19,900 33,937 14,037 14,037 33,937 SR-111 Bob Hope Dr. Parkview Dr. 42,100 67,247 25,147 25,147 67,247 SR-111 Parkview Dr. Fred Waring Dr. 36,700 59,582 22,882 22,882 59,582 SR-111 Fred Waring Dr. Desert Crossing 32,700 40,403 7,703 7,703 40,403 SR-111 Desert Crossing El Paseo/Town Center W . 34,500 41,047 6,547 6,547 41,047 SR-111 El Paseo/Town Center W . Plaza W . 23,700 36,991 13,291 13,291 36,991 SR-111 Plaza W . Monterey Av. 28,400 38,903 10,503 10,503 38,903 SR-111 Monterey Av. San Pablo Av. 30,000 46,410 16,410 16,410 46,410 SR-111 San Pablo Av. San Luis Rey Av. 27,900 48,066 20,166 20,166 48,066 SR-111 San Luis Rey Av. Portola Av. 32,900 1 50,9481 18,048 1 18,048 50,948 SR-111 Portola Av. I EI Paseo/Cabrillo Av. 1 32,000 1 49,0561 17,056 1 17,056 49,056 APPENDIX E(CONTINUED) PALM DESERT EXISTING GENERAL PLAN ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING1 INITIAL RAW ROADWAY SEGMENT FROM I REFINED FINAL TO COUNT FORECAST GROWTH GROWTH FORECAST SR-111 El Paseo/Cabrillo Av. Deep Canyon Rd. 40,800 59,209 18,409 18,409 59,209 SR-111 Deep Canyon Rd. Hospitality Dr. 30,400 59,114 28,714 28,714 59,114 SR-111 Hospitality Dr. Cook St. 30,500 60,833 30,333 30,333 60,833 SR-111 Cook St. Eldorado Dr. 31,800 64,077 32,277 32,277 64,077 SR-111 Eldorado Dr. Miles Av. 35,000 70,426 35,426 35,426 70,426 Mesa View Dr. SR-74 Portola Av. 3,500 2,746 (754) - 3,500 Haystack Rd. SR-74 Portola Av. - 929 929 929 929 Av.42 Hovley Ln. E. Cook St. 2,292 2,292 2,292 2,292 Hovley Ln. West Monterey Av. Portola Av. 2,026 2,026 2,026 2,026 35th Av. Unnamed Rd. Dinah Shore Dr. 15,177 15,177 15,177 15,177 Lucas Way Dinah Shore Dr. 35th Av. 3,930 3,930 3,930 3,930 Unnamed Rd. Dinah Shore Dr. 35th Av. 6,3911 6,391 6,391 6,391 -, California Dr. Fred Waring Dr. Warner Tr. 1,197 1,197 1,197 1,197 Warner Tr. Av. of the States Fred Waring Dr. 8,659 8,659 8,659 8,659 Bob Hope Dr. 18th Av. 20th Av. 5,869 5,869 5,869 5,869 Bob Hope Dr. 20th Av. 22nd Av. 7,779 7,779 7,779 7,779 Bob Hope Dr. 22nd Av. 30th Av. 7,004 7,004 7,004 7,004 Dillon Rd. 18th Av. Dowell Ln. 1,916 1,916 1,916 1,916 20th Av. Bob Hope Dr. Dowell Ln. 2,115 2,115 2,115 2,115 22nd Av. Bob Hope Dr. Dowell Ln, 119 119 119 119 Dowell Ln. 20th Av. 22nd Av. 405 405 405 405 Dillon Rd. 20th Av. Dowell Ln. 1,937 1,937 1,937 1,937 20th Av. Dowell Ln. Dillon Rd. 1,702 1,702 1,702 1,702 22nd Av. Dowell Ln. Dillon Rd. 64 64 64 64 Dillon Rd. 20th Av. 22nd Av. 2,629 2,629 2,629 2,629 Eldorado Dr. Fred Waring Dr. Hovley Ln. E. 1,816 1,816 1,816 1,816 Dillon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. 1,237 1,237 1,237 1,237 Thousand Palms Canyon Rd. Dillon Rd. n/o Dillon Rd. 86 86 86 86 Thousand Palms Canyon Rd. 26th Av. Dillon Rd. 1,616 1,616 1,616 1,616 Thousand Palms Canyon Rd. 26th Av. s/o 26th Av. 2,757 2,757 2,757 2,757 26th Av. Thousand Palms Canyon Rd. Dillon Rd. 1,140 1,140 1,140 1,140 Dillon Rd. w/o Bob Hope Dr. Ext. Bob Hope Dr. Ext. 3,212 3,212 3,212 3,212 Dillon Rd. Bob Hope Dr. 18th Av. 1,296 1,296 1,296 1,296 Warner Tr. IHovley Ln. E. California Dr. 9,2781 9,278 9,278 9,278 APPENDIX E(CONTINUED) PALM DESERT EXISTING GENERAL PLAN ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY ROADWAY SEGMENT FROM TO I COUNT FORECAST GROWTH GROWTH FORECAST 18th Av. Bob Hope Dr. w/o Bob Hope Dr. 5,030 5,030 5,030 5,030 18th Av. Bob Hope Dr. Dillon Rd. 620 620 620 620 20th Av. Bob Hope Dr. w/o Bob Hope Dr. 768 768 768 768 30th Av. Bob Hope Dr. w/o Bob Hope Dr. 2,631 2,631 2,631 2,631 Unnamed Rd. Bob Hope Dr. e/o Bob Hope Dr. 22,108 22,108 22,108 22,108 Monterey Av. Ramon Rd. Unnamed Rd. - 16,105 16,105 16,105 16,105 Ramon Rd. Chase School Rd. Thousand Palms Canyon Rd. 6,600 7,870 1,270 1,270 7,870 Ramon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. - 7,978 7,978 7,978 7,978 Washington St. Av. 38 n/o Av. 38 13,146 13,146 13,146 13,146 Dowell Ln. 20th Av. Dillon Rd. - 405 405 405 405 Bob Hope Dr. 18th Av. Dillon Rd. 2,044 2,044 2,044 2,04413 876 13,876 13,876 13,876 O� Bob Hope Dr. 30th Av. s/o 30th Av. Bob Hope Dr. Unnamed Rd. n/o Unnamed Rd. 33,928 33,928 33,928 33,928 Bob Hope Dr. Unnamed Rd. s/o Unnamed Rd. 54,680 54,680 54,680 54,680 Bob Hope Dr. Varner Rd. 1-10 WB Ramps 61,442 61,442 61,442 61,442 Varner Rd. Ramon Rd. Bob Hope Dr. 26,262 26,262 26,262 26,262 Varner Rd. Monterey Av. Ramon Rd. 23,606 23,606 23,606 23,606 Monterey Av. Varner Rd. Ramon Rd. 32,553 32,553 32,553 32,553 35th Av. Monterey Av. Lucas Wy. 12,774 12,774 12,774 12,774 Portola Av. Spine Rd. Frank Sinatra Dr. 5,200 31,915 26,715 26,715 31,915 Spine Rd. Portola Av. Cook St. - 1.439 1,439 1,439 1,439 Cook St. Gerald Ford Dr. Sine Rd. 16,700 52,471 35,771 35,771 52,471 U:\UcJobs\00055\Excel\[00055-04.xls]AppendixE APPENDIX F PREFERRED ALTERNATIVE DAILY TRAFFIC VOLUME REFINEMENTS APPENDIX F PALM DESERT PREFERRED ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY Tr��� INITIAL RAW I A I ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTH FORECAST Desert Crossing north of SR-111 SR-111 1,500 655 845 857 12 1,512 Desert Crossing SR-111 south of SR-111 8,600 - - 8,600 Town Center W . Fred Waring Dr. SR-111 7,700 5,374 2,326 2,782 456 8,156 El Paseo SR-111 Plaza W . 8,400 8,946 546 - 546 8,946 El Paseo SR-111 Portola Av. 6,500 11,038 4,538 - 4,538 11,038 Plaza W . Shopping Center SR-111 4,500 427 4,073 4,082 9 4,509 Monterey Av. Varner Rd. 1-10 WB Rams 15,600 47,451 31,851 31,851 47,451 Monterey Av. 1-10 WB Rams 1-10 EB Rams 22,600 53,765 31,165 31.165 53,765 Monterey Av. 1-10 EB Rams Dinah Shore Dr. 32,700 64,860 32,160 32,160 64,860 Monterey Av. Dinah Shore Dr. Gerald Ford Dr. 34,600 42,238 7.638 7,638 42,238 Monterey Av. Gerald Ford Dr. Frank Sinatra Dr. 22,900 32,943 10,043 10,043 32,943 Monterey Av. Frank Sinatra Dr. Country Club Dr. 30,600 30,595 5 2,631 2,626 33,226 Monterey Av. Country Club Dr. Parkview Dr. 26,300 38,963 12,663 - 12,663 38,963 Monterey Av. Parkview Dr. Fred Waring Dr. 23,000 32,388 9,388 9,388 32,388 Monterey Av. Fred Waring Dr. SR-111 20,500 29,738 9,238 9,238 29,738 -7 Monterey Av. SR-111 El Paseo 22,800 39,068 16,268 - 16,268 39,068 College of the Desert north of Fred Waring Dr. Fred Waring Dr. 4,300 2,795 1,505 1,589 84 4,384 College of the Desert Fred Waring Dr. south of Fred Waring Dr. 400 1,020 620 - 620 1,020 San Pablo Av. Magnesia Falls Dr. Fred Waring Dr. 10,000 3,020 6,980 7,133 153 10,153 San Pablo Av. Fred Waring Dr. SR-111 11,300 10,003 1,297 2,860 1,563 12,863 San Pablo Av. SR-111 El Paseo 5,600 6,260 660 8 668 6,268 San Luis Rey Av. SR-111 El Paseo 6,600 3,675 2,925 3,135 210 6,810 Portola Av. Varner Rd. 1-10 WB Ramps - 34,419 34,419 - 34,419 34,419 Portola Av. 1-10 WB Rams 1-10 EB Rams 38,957 38,957 38,957 38,957 Portola Av. 1-10 EB Rams Gerald Ford Dr. - 48,234 48,234 48,234 48,234 Portola Av. Gerald Ford Dr. Sine Rd. 5,200 30,948 25,748 25,748 30,948 Portola Av. Frank Sinatra Dr. Country Club Dr. 9,600 39,495 29,895 29,895 39,495 Portola Av. Country Club Dr. Hovley Ln.E. 18,600 31,269 12,669 12,669 31,269 Portola Av. Hovley Ln.E. Magnesia Falls Dr. 20,500 28,358 7,858 7,858 28,358 Portola Av. Magnesia Falls Dr. Fred Waring Dr. 17,400 24,266 6,866 6,866 24,266 Portola Av. Fred Waring Dr. SR-111 19,300 24,275 4,975 - 4,975 24,275 Portola Av. SR-111 El Paseo 13,000 11,261 1,739 1,694 45 12,955 Dee Canyon Rd. Magnesia Falls Dr. Fred WaringDr. 19,800 1,093 18,707 18,445 262 19,538 Dee Canyon Rd. Fred WaringDr. SR-111 22,600 6,506 6,09416,844 750 23,350 Dee Canyon Rd. SR-111 FairwayDr. 8,300 4,502 3,798 3,962 164 8,464 Hospitality Dr. north of SR-111 SR-111 1,500 1.772 272 - 272 1,772 Hospitality Dr. SR-111 south of SR-111 5,900 2,188 3,689 23 5,877 Chase School Rd. Ramon Rd. Varner Rd. 400 30,818 30,418 1 - 30,418 30,818 Chase School Rd. lVarner Rd. 1-10 WB Rams 5,900 46,116 40,216 40,216 46,116 Cook St. 1-10 WB Rams 1-10 EB Rams 10,700 51,601 40,901 40,901 51.601 APPENDIX F PALM DESERT PREFERRED ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY INITIAL ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTH FORECAST Cook St. 1-10 EB Rams Gerald Ford Dr. 21,900 61,962 40,062 40,062 61,962 Cook St. Sine Rd. Frank Sinatra Dr. 16,700 60,648 43,948 43,948 60,648 Cook St. Frank Sinatra Dr. Country Club Dr. 22,100 46,389 24,289 24,289 46,389 Cook St. Country Club Dr. Hovley Ln. E. 27,700 51,236 23,536 23,536 51,236 Cook St. Hovley Ln.E. Fred Waring Dr. 25,500 37,263 11,763 11,763 37,263 Cook St. Fred Waring Dr. SR-111 14,300 35,707 21,407 21,407 35,707 Cook St. SR-111 Fairway Dr. 7,300 5,077 2,223 2,044 179 7,121 Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 2,200 1,964 236 168 68 2,132 Eldorado Dr. Frank Sinatra Dr. Country Club Dr. 3,200 2,286 914 1,018 104 3,304 Eldorado Dr. Country Club Dr. Hovley Ln. E. 3,500 10,884 7,384 - 7,384 10,884 Via Toscana Hovley Ln. E. Pisa - 2,843 2,843 2,843 2,843 Eldorado Dr. Fred Waring Dr. SR-111 5,400 9,651 4,251 4,251 9,651 Eldorado Dr. SR-111 Fairway Dr. 4.500 9,523 5,023 5,023 9,523 Thousand Palms Can on Rd. Dillon Rd. Ramon Rd. 1.600 4,363 2,763 2,763 4,363 Oasis Club Dr. Country Club Dr. Hovley Ln.E. 5,200 3,780 1,420 2,501 1,081 6,281 Washington St. Av.38 Varner Rd. 9,500 62,745 53,245 - 53,245 62,745 Washington St. Varner Rd. 1-10 EB Rams 23,700 72,613 48,913 48,913 72.613 Washington St. 1-10 EB Rams Country Club Dr. 46,200 74,786 28,586 28,586 74,786 Washington St. Count Club Dr. Hovle Ln.E. 15,300 43,769 28,469 28,469 43,769 Washington St. Hovle Ln.E. Fred WaringDr, 31,000 45,151 14,151 14,151 45,151 Washington St. Fred WaringDr. SR-111 27,200 46,695 19,495 19,495 46,695 Dillon Rd. Hot Springs Rd. Thousand Palms Canyon Rd. 2,500 3,658 1,158 1,158 3,658 Ramon Rd. Bob Hope Dr. 1-10 EB Rams 24,100 47,053 22,953 22,953 47,053 Ramon Rd. 1-10 EB Rams 1-10 WB Ramps 19,100 28,475 9,375 9,375 28,475 Ramon Rd. 1-10 WB Rams Varner Rd. 15,900 28,475 12,575 12,575 28,475 Ramon Rd. Monterey Av. Chase School Rd. 6,600 15,819 9,219 9,219 15,819 Dinah Shore Dr. Bob Hope Dr. Monterey Av. 20,500 46,798 26,298 26,298 46,798 Dinah Shore Dr. Monterey Av. Portola Av. - 37,127 37,127 37,127 37,127 Gerald Ford Dr. Bob Hope Dr. Monterey Av. 15,600 39,837 24,237 24,237 39,837 Gerald Ford Dr. Monterey Av. Portola Av. 15,500 43,633 28,133 28,133 43,633 Gerald Ford Dr. Portola Av. Cook St. 5,900 34,428 28,528 28,528 34,428 Gerald Ford Dr. Cook St. Frank Sinatra Dr. 4,000 16,215 12,215 12,215 16,215 Spine Rd. Portola Av. Cook St. - 6,115 6,115 6,115 12,230 Frank Sinatra Dr. Bob Hope Dr. MontereyAv. 13,500 24,918 11,418 11,418 24,918 Frank Sinatra Dr. MontereyAv. Portola Av. 11,300 27,522 16,222 16,222 27,522 Frank Sinatra Dr. Portola Av. Cook St. 10,300 26,142 15,842 15,842 26,142 Frank Sinatra Dr. Cook St. Gerald Ford Dr. 6,000 8,240 2,240 2,240 8,240 Frank Sinatra Dr. Gerald Ford Dr. Eldorado Dr. 9,200 17,432 8,232 8,232 17,432 Av.38 Varner Rd. Washington St. 300 24,652 24,352 24,352 24,652 Tamarisk Row Dr. Eldorado Dr. Countr Club Dr. 6,400 14,998 8,598 8,598 14.998 APPENDIX F PALM DESERT PREFERRED ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY RAW JADJUST- ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTH FORECAST Varner Rd. Monterey Av. 1-10 WB Ramp at Monterey 4,000 29,205 25,205 25,205 29,205 Varner Rd. 1-10 WB Ramp at Monterey Portola Av. 4,000 17,326 13,326 13,326 17,326 Varner Rd. Portola Av. 1-10 WB Ramp at Portola 4,000 44,711 40,711 40,711 44,711 Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. 4,000 32,039 28.039 28,039 32,039 Varner Rd. Chase School Rd. Av.38 3,500 37,399 33,899 33,899 37,399 Varner Rd. Av.38 1-10 WB On Ramp at Washington 3,500 6,341 2,841 2,841 6,341 Varner Rd. I-10 WB On Ramp at Washington Washington St. 6,300 14,919 8,619 8,619 14,919 Varner Rd. Washington St. 1-10 WB Rams 14,400 30,883 16,483 16,483 30.883 Varner Rd. 1-10 WB Rams Adams St. 7,000 22,481 15,481 15,481 22,481 1-10 WB Rams(Washington St. I-10 Fwy, Varner Rd. 10,000 8,402 1,598 2,048 450 10,450 1-10 EB Rams Bob Hope Dr./Ramon Rd. I-10 Fwy. Bob Hope Dr. - 19,784 19,784 - 19,784 19,784 1-10 EB Rams Bob Hope Dr./Ramon Rd. Ramon Rd. 1-10 Fwy. 7,700 19,919 12,219 12,219 19,919 1-10 EB Rams Bob Hope Dr./Ramon Rd. Bob Hope Dr. 1-10 Fw . - 8,651 8,651 8,651 8,651 I-10 WB Rams Bob Hope Dr./Ramon Rd. 1-10 Fwy. Bob Hope Dr. 22,495 22,495 22,495 22,495 1-10 WB Rams Bob Hope Dr./Ramon Rd. Bob Hope Dr. 1-10 Fw . - 21,182 21,182 21,182 21,182 1-10 EB Rams(Monterey Av. 1-10 Fwy. Monterey Av. 9,100 9,829 729 729 9,829 "7A 1-10 EB Ramps(Monterey Av. Monterey Av. 1-10 Fwy. 7,100 1 14,943 7,843 7,843 14,943 1-10 WB Rams(Monterey Av. 1-10 Fw . Varner Rd. 5,900 10,831 4,931 4,931 10,831 1-10 WB Rams(Monterey Av. Monterey Av. 1-10 Fwy. 6,700 7,576 876 876 7,576 1-10 WB On Ram (Washington St. Varner Rd. 1-10 F - 8.990 8,990 8,990 8,990 1-10 EB Rams(Washington St. I-10 Fw . Washington St. 23,173 23,173 23,173 23,173 1-10 EB Rams(Washington St. Washin ton St. 1-10 Fwy 14,726 14,726 14,726 14,726 1-10 EB Rams Portola Av. 1-10 Fw . Portola Av, 13,299 13.299 13,299 13,299 1-10 EB Rams Portola Av. Portola Av. 1-10 Fwy 11,287 11,287 11,287 11,287 1-10 WB Rams Portola Av. 1-10 Fw . Varner Rd. 15,057 15.057 15,057 15,057 1-10 WB Rams Portola Av. Portola Av. I-10 Fw - 1,527 1,527 1,527 1,527 1-10 EB Rams Cook St. I-10 Fwy. Cook St. 7,100 13,292 6,192 6,192 13,292 1-10 EB Rams Cook St. Cook St. I-10 Fwy. 3,500 10,721 7,221 7,221 10,721 1-10 WB Rams Cook St. 1-10 Fwy. Cook St. 7,700 9,996 2,296 2,296 9,996 1-10 WB Rams Cook St. Cook St. 1-10 Fw . 2,500 5,031 2,531 2,531 5,031 Country Club Dr. Bob Hope Dr. Monterey Av. 28,800 33.380 4,580 4,580 33,380 Country Club Dr. Monterey Av. Portola Av. 18.700 25.025 6,325 6,325 25,025 Country Club Dr. Portola Av. Cook St. 21,200 28,421 7,221 7,221 28,421 Count Club Dr. Cook St. Eldorado Dr. 21,500 33,705 12,205 33,705 Count Club Dr. Eldorado Dr. Oasis Club Dr. 20,200 24,956 4,756 24,956 Count Club Dr. Oasis Club Dr. Washington St. 31,700 39,771 8,071 39,771 Count Club Dr. Washin ton St. Av.42 19,300 25,522 6,222 J- �o 25,522 Hovle Ln.E. Portola Av. Cook St. 14,200 12,369 1,831 14,200 Hovley Ln.E. Cook St. Eldorado Dr. 13,600 22,777 9,177 9,177 22,777 ,Hovley Ln.E. Eldorado Dr. Oasis Club Dr. 12,800 27,123 14,323 14,323 27,123 APPENDIX F PALM DESERT PREFERRED ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING INITIAL RAW ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTH I FORECAST Hovley Ln.E. Oasis Club Dr. Washington St. 14,500 18,740 4,240 - 4,240 18,740 Av.42 Washin ton St. Adams St. 23,100 22,222 878 3,620 2,742 25,842 Magnesia Falls Dr. Monterey Av. Portola Av. 800 6,564 5,764 - 5,764 6,564 Magnesia Falls Dr. Portola Av. Deep Canyon Rd. 3,400 1,954 1,446 927 519 2,881 Painters Path Fred Waring Dr. SR-111 2,800 - - - - 2,800 Parkview Dr. SR-111 Monterey Av. 5,100 9,601 4,501 - 4,501 9,601 Parkview Dr. Monterey Av. College of the Desert 8,400 3,745 4,655 4,532 123 8,277 Fred Waring Dr. SR-111 Monterey Av. 15,700 24,471 8,771 - 8,771 24,471 Fred Waring Dr. Monterey Av. College of the Desert 28,900 38,979 10,079 10,079 38,979 Fred Waring Dr. College of the Desert San Pablo Av. 28,400 39,258 10,858 10,858 39,258 Fred Waring Dr. San Pablo Av. Portola Av. 38,300 40,991 2,691 2,691 40,991 Fred Waring Dr. Portola Av. Deep Canyon Rd. 38,900 39,412 512 1,555 2,067 40,967 Fred Waring Dr. Deep Canyon Rd. Cook St. 47,600 44,162 3,438 5,587 2,149 49.749 Fred Waring Dr. Cook St. Eldorado Dr. 21,700 47,399 25,699 - 25,699 47.399 Fred Waring Dr. Eldorado Dr. California Dr. 21,700 47,022 25.322 - 25,322 47,022 Fred Waring Dr. California Dr. Warner Tr. 22,900 45,475 22,575 - 22,575 45,475 -R Fred Waring Dr. Warner Tr. Washington St. 22,900 54,770 31,870 31,870 54,770 Fred Waring Dr. Washington St. Jefferson St. 19,900 35,240 15.340 15,340 35,240 ro SR-111 Bob Hope Dr. Parkview Dr. 42,100 68,587 26,487 26,487 68,587 SR-111 Parkview Dr. Fred Waring Dr. 36,700 60,584 23,884 23,884 60,584 SR-111 Fred Waring Dr. Desert Crossing 32,700 40,966 8,266 8,266 40,966 SR-111 Desert Crossing El Paseo/Town Center W . 34,500 41,620 7,120 7,120 41,620 SR-111 El Paseo/Town Center W . Plaza W . 23,700 37,052 13,352 13,352 37,052 SR-111 Plaza W . Monterey Av. 28,400 39,065 10,665 10,665 39,065 SR-111 Monterey Av. San Pablo Av. 30.000 47,173 17,173 17,173 47,173 SR-111 San Pablo Av. San Luis Rey Av. 27,900 48,670 20,770 20,770 48,670 SR-111 San Luis Rey Av. Portola Av. 32,900 52,079 19,179 19,179 52,079 SR-111 Portola Av. El Paseo/Cabrillo Av. 32,000 49,077 17,077 17,077 49,077 SR-111 El Paseo/Cabrillo Av. Deep Canyon Rd. 40,800 60,393 19,593 19,593 60,393 SR-111 Deep Canyon Rd. Hospitality Dr. 30,400 60,212 29,812 29,812 60,212 SR-111 Hospitality Dr. Cook St. 30,500 62,028 31,528 31,528 62,028 SR-111 Cook St. Eldorado Dr. 31,800 65,813 34,013 34,013 65,813 SR-111 Eldorado Dr. Miles Av. 35,000 72,030 37,030 37,030 72,030 Mesa View Dr. SR-74 Portola Av. 3,500 2,949 (551) 754 203 3,703 Haystack Rd. SR-74 Portola Av. - 964 964 - 964 964 Av.42 Hovley Ln.E. Cook St. 3,596 3,596 3,596 3,596 Hovley Ln.West Monterey Av. Portola Av. 2,445 2,445 2,445 2,445 35th Av. Unnamed Rd. Dinah Shore Dr. 14,089 14,089 14,089 14.089 Lucas Way Dinah Shore Dr. 35th Av. 3,777 3,777 3,777 3,777 APPENDIX F PALM DESERT PREFERRED ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING INITIAL RAW ADJUST- REFINED FINAL ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTH FORECAST Unnamed Rd. Dinah Shore Dr. 35th Av. 4,560 4,560 4,560 4,560 California Dr. Fred Waring Dr. Warner Tr. 1,454 1,454 1,454 1,454 Warner Tr. Av.of the States Fred Waring Dr. 8,951 8,951 8,951 8,951 Bob Hope Dr. 18th Av. 20th Av. 6,063 6,063 6,063 6,063 Bob Hope Dr. 20th Av. 22nd Av, 8,462 8,462 8,462 8,462 Bob Hope Dr. 22nd Av. 30th Av. 8,194 8,194 8,194 8,194 Dillon Rd. 18th Av. Dowell Ln. 2,450 2,450 2,450 2,450 20th Av. Bob Hope Dr. Dowell Ln. 2,802 2,802 2,802 2,802 22nd Av. Bob Hope Dr. Dowell Ln. 600 600 600 600 Dowell Ln. 20th Av. 22nd Av. 658 658 658 658 Dillon Rd. 20th Av. Dowell Ln. 2,416 2,416 2,416 2,416 20th Av. Dowell Ln. Dillon Rd. 2,150 2,150 2,150 2,150 22nd Av. Dowell Ln. Dillon Rd. 161 161 161 161 Dillon Rd. 20th Av. 22nd Av. 3,257 3,257 3,257 3,257 Eldorado Dr. Fred Waring Dr. Hovley Ln.E. 2,582 2,582 2,582 2.582 Dillon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. 1,506 1,506 i 1,506 1,506 Thousand Palms Canyon Rd. Dillon Rd. n/o Dillon Rd. 510 510 510 510 Thousand Palms Canyon Rd. 26th Av. Dillon Rd. 2,594 2,594 2,594 2,594 Thousand Palms Canyon Rd. 26th Av. s/o 26th Av. 4,363 4,363 4,363 4,363 26th Av. Thousand Palms Canyon Rd. Dillon Rd. 1,319 1,319 1,319 1,319 Dillon Rd. w/o Bob Hope Dr.Ext. Bob Hope Dr. Ext. 3,651 3,651 3,651 3,651 Dillon Rd. Bob Ho e Dr. 18th Av. 1,695 1,695 1,695 1,695 Warner Tr. Hovley Ln. E. California Dr. 9,814 9,814 9,814 9,814 18th Av. Bob Hope Dr. w/o Bob Hope Dr. 5,20 5,200 5,200 5,200 18th Av. Bob Hope Dr. Dillon Rd. 754 754 754 754 20th Av. Bob Hope Dr. w/o Bob Hope Dr. 960 960 960 960 30th Av. Bob Hope Dr. w/o Bob Hope Dr. 2,887 2.887 2,887 2,887 Unnamed Rd. Bob Hope Dr. e/o Bob Hope Dr. 21,958 21,958 21,958 21,958 Monterey Av. Ramon Rd. Unnamed Rd. - 17,092 17,092 17,092 17,092 Ramon Rd. Chase School Rd. Thousand Palms Canyon Rd. 6,600 9,553 2,953 2,953 9,553 Ramon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. - 9,491 9,491 9,491 9,491 Washington St. Av.38 n/o Av.38 15,013 15,013 15,013 15,013 Dowell Ln. 20th Av. lDillon Rd. 658 658 658 658 Bob Hope Dr. 18th Av. Dillon Rd. - 2,183 2,183 - 2,183 2,183 Bob Hope Dr. 30th Av. s/o 30th Av. 15,194 15,194 15,194 151194 Bob Hoe Dr. Unnamed Rd. n/o Unnamed Rd. 35,265 35,265 35,265 35.265 APPENDIX F PALM DESERT PREFERRED ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTINGI INITIAL RAW ADJUST- REF FINAL ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTH FORECAST Bob Hope Dr. Unnamed Rd. s/o Unnamed Rd. 55,591 55,591 55,591 55,591 Bob Hope Dr. Varner Rd. 1-10 WB Ramps 61,475 61,475 61,475 61,475 Varner Rd. Ramon Rd. Bob Hope Dr. 26,878 26,878 26,878 26,878 Varner Rd. Monterey Av. Ramon Rd. 23,216 23,216 23,216 23,216 Monterey Av. Varner Rd. Ramon Rd. 34,280 34,280 34,280 34,280 35th Av. Monterey Av. Lucas Wy. - 11,634 11,634 11,634 11,634 Portola Av. Spine Rd. Frank Sinatra Dr. 5,200 34,101 28,901 28,901 34,101 Spine Rd. Portola Av. Cook St. - 2,363 2,363 2,363 2,363 Cook St. Gerald Ford Dr. Sine Rd. 16,700 58,127 41,427 41,427 58,127 U:\UcJobs\00055\Excel\[00055-04.xls]AppendixF OCR APPENDIX G PREFERRED ALTERNATIVE PEAK HOUR INTERSECTION VOLUME REVIEW MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Bob Hope Dr. (NS) / I-10 WB Ramps (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 560 810 0 0 Northbound Through 0 0 1668 1426 0 0 Right 0 0 0 0 0 0 Left 0 0 0 0 0 0 Southbound Through 0 0 1178 1795 0 0 Right 0 0 585 648 0 0 Left 0 0 0 0 0 0 Eastbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Left 0 0 705 800 0 0 Westbound Through 0 0 0 0 0 0 Right 0 0 696 604 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1763 2443 North Leg OUTBOUND 2364 2030 North Leg TOTAL 4127 4473 6 7 68800 South Leg INBOUND 2228 2236 South Leg OUTBOUND 1883 2595 South Leg TOTAL 4111 4831 7 8 61900 East Leg INBOUND 1401 1404 East Leg OUTBOUND 0 0 East Leg TOTAL 1401 1404 6 6 22500 West Leg INBOUND 0 0 West Leg OUTBOUND 1145 1458 West Leg TOTAL 1145 1458 5 7 21200 TOTALS 10784 12166 6 7 174400 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Bob Hope Dr. (NS) / I-10 EB Ra--s (EW) Project: Palm Dese-t General Plan Update JN: 00055 Case Descriptior: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 0 0 0 0 Northbound T 3ugh 0 0 1655 1646 0 0 F it 0 0 0 0 0 0 LL 0 0 488 734 0 0 Southbound Through 0 0 1396 1860 0 0 Right 0 0 0 0 0 0 Left 0 0 573 590 0 0 Eastbound Through 0 0 0 0 0 Right 0 0 633 656 0 0 Left 0 0 0 0 0 0 Westbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1884 2594 North Leg OUTBOUND 2228 2236 North Leg TOTAL 112 4830 7 8 61500 South Leg INBOUND 1655 1646 South Leg OUTBOUND 2029 2516 South Leg TOTAL 3684 4162 5 6 68800 East Leg INBOUND 0 0 East Leg OUTBOUND 488 734 East Leg TOTAL 488 734 6 8 8700 West Leg INBOUND 1206 246 West Leg OUTBOUND 0 0 West Leg TOTAL 1206 1246 6 6 19800 TOTALS 9490 10972 6 7 158800 C-1 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Park View Dr./Painters Path (NS) / SR-111 Fwy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 24 62 24 62 0 0 Northbound Through 3 9 3 9 0 0 Right 1 23 1 23 0 0 Left 4 83 4 83 0 0 Southbound Through 6 9 6 9 0 0 Right 53 124 114 335 115 170 Left 99 297 133 341 34 15 Eastbound Through 1101 1623 1764 2166 60 33 Right 14 106 14 106 0 0 Left 14 46 14 46 0 0 Westbound Through 1183 1681 1847 2140 56 27 Right 15 65 15 65 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 124 427 North Leg OUTBOUND 151 415 North Leg TOTAL 275 842 3 9 9600 South Leg INBOUND 28 94 South Leg OUTBOUND 34 161 South Leg TOTAL 62 255 3 13 2000 East Leg INBOUND 1876 2251 East Leg OUTBOUND 1769 2272 East Leg TOTAL 3645 4523 6 7 60600 West Leg INBOUND 1911 2613 West Leg OUTBOUND 1985 2537 West Leg TOTAL 3896 5150 6 8 68600 TOTALS 7878 10770 6 8 140800 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: SR-111 Fwy. (NS) / Fred Waring Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Pre*erred Alt Existing C it Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 32 57 32 57 0 0 Northbound Through 827 1293 1267 1306 53 1 Right 30 125 30 125 0 0 Left 228 456 581 832 155 82 Southbound Through 829 1044 1152 1318 39 26 Right 20 75 20 75 0 0 Left 21 98 21 98 0 0 Eastbound Through 17 117 17 117 0 0 Right 15 70 15 70 0 0 Left 40 190 40 190 0 0 Westbound Through 50 143 50 143 0 0 Right 269 338 558 805 107 138 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1753 2225 North Leg OUTBOUND 1846 2209 North Leg TOTAL 3599 4434 6 7 60600 South Leg INBOUND 1329 1488 South Leg OUTBOUND 1207 1578 South Leg TOTAL 2536 3066 6 7 41000 East Leg INBOUND 648 1138 East Leg OUTBOUND 628 1074 East Leg TOTAL 1276 2212 5 9 24500 West Leg INBOUND 53 285 West Leg OUTBOUND 102 275 West Leg TOTAL 155 560 3 12 4500 TOTALS 7566 10272 6 8 130600 C-1Lf MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Desert Crossing (NS) / SR-111 Fuy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 150 74 150 74 0 0 Northbound Through 17 15 17 15 0 0 Right 135 311 135 311 0 0 Left 9 46 16 46 78 0 Southbound Through 33 11 33 11 0 0 Right 10 11 10 11 0 0 Left 9 7 9 7 0 0 Eastbound Through 620 1326 1152 1326 86 0 Right 256 36 256 36 0 0 Left 271 160 271 160 0 0 Westbound Through 729 1391 1267 1391 74 0 Right 9 31 25 31 178 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Votumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 59 68 North Leg OUTBOUND 51 53 North Leg TOTAL 110 121 7 8 1500 South Leg INBOUND 302 400 South Leg OUTBOUND 560 207 South Leg TOTAL 862 607 10 7 8600 East Leg INBOUND 1563 1582 East Leg OUTBOUND 1303 1683 East Leg TOTAL 2866 3265 7 8 41600 West Leg INBOUND 1417 1369 West Leg OUTBOUND 1427 1476 West Leg TOTAL 2844 2845 7 7 41000 TOTALS 6682 6838 7 7 92700 61 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: El Paseo/Town Center Wy. (NS) / SR-111 Fwy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 350 568 350 568 0 0 Northbound Through 74 314 74 314 0 0 Right 27 16 27 16 0 0 Left 86 159 86 159 0 0 Southbound Through 69 239 72 239 4 0 Right 10 49 42 55 320 12 Left 64 185 64 185 0 0 Eastbound Through 560 1295 955 1295 71 0 Right 140 204 210 331 50 62 Left 36 52 36 52 0 0 Westbound Through 650 1043 1048 1043 61 0 Right 33 74 67 74 103 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 200 453 North Leg OUTBOUND 205 573 North Leg TOTAL 405 1026 5 13 8200 South Leg INBOUND 451 898 South Leg OUTBOUND 318 622 South Leg TOTAL 769 1520 9 17 8900 East Leg INBOUND 1151 1169 East Leg OUTBOUND 1068 1470 East Leg TOTAL 2219 2639 6 7 37100 West Leg INBOUND 1229 1811 West Leg OUTBOUND 1440 1666 West Leg TOTAL 2669 3477 6 8 41600 TOTALS 6062 8662 6 9 95800 0 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Plaza Way (NS) / SR-111 Fwy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 60 130 60 130 0 0 Northbound Through 19 71 19 71 0 0 Right 44 129 50 129 14 0 Left 13 172 105 172 708 0 Southbound Through 8 43 8 43 0 0 Right 10 65 97 153 870 135 Left 27 147 132 147 389 0 Eastbound Through 589 1320 857 1320 46 0 Right 39 28 39 34 0 21 Left 173 302 173 302 0 0 Westbound Through 692 1234 1020 1234 47 0 Right 39 102 150 143 285 40 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 210 368 North Leg OUTBOUND 301 361 North Leg TOTAL 511 729 11 16 4500 South Leg INBOUND 129 330 South Leg OUTBOUND 220 379 South Leg TOTAL 349 709 5 11 6500 East Leg INBOUND 1343 1679 East Leg OUTBOUND 1012 1621 East Leg TOTAL 2355 3300 6 8 39100 West Leg INBOUND 1028 1501 West Leg OUTBOUND 1177 1517 West Leg TOTAL 2205 3018 6 8 37100 TOTALS 5420 7756 6 9 87200 C-�01 MODEL PEAK HOUR INTERSECTION CALCULATIONS lntersectior• -ey Av. (NS) / I-10 EB Ramps (EW) Project: Pat General Plan Update JN: 00055 Case Descript.on. GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 0 0 0 0 Northbound Through 580 1226 1752 2016 202 64 Right 229 517 566 525 147 2 Left 196 193 420 306 114 59 Southbound Through 819 481 1377 1649 68 243 Right 0 0 0 0 0 0 Left 36 61 41 61 14 0 Eastbound Through 0 2 0 2 0 0 Right 706 645 706 817 0 27 Left 0 0 0 0 0 0 Westbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1797 1955 North Leg OUTBOUND 1793 2077 North Leg TOTAL 3590 4032 7 7 53800 South Leg INBOUND 2318 2541 South Leg OUTBOUND 2083 2466 South Leg TOTAL 4401 5007 7 8 64900 East Leg INBOUND 0 0 East Leg OUTBOUND 986 833 East Leg TOTAL 986 833 7 6 14900 West Leg INBOUND 747 880 West Leg OUTBOUND 0 0 West Leg TOTAL 747 880 8 9 9800 TOTALS 9724 10752 7 7 143400 G',�O MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Monterey Av. (NS) / Dinah Shore Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase Approach Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 139 420 280 420 101 0 Northbound Through 706 919 1411 1437 100 56 Right 0 0 22 24 0 0 Left 0 0 444 544 0 0 Southbound Through 1081 721 1081 1219 0 69 Right 336 421 714 703 113 67 Left 361 498 459 498 27 0 Eastbound Through 0 0 537 953 0 0 Right 137 273 240 424 75 55 Left 0 0 15 30 0 0 Westbound Through 0 0 471 902 0 0 Right 0 0 448 711 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 2239 2466 North Leg OUTBOUND 2318 2646 North Leg TOTAL 4557 5112 7 8 64900 South Leg INBOUND 1713 1881 South Leg OUTBOUND 1336 1673 South Leg TOTAL 3049 3554 7 8 42200 East Leg INBOUND 934 1643 East Leg OUTBOUND 1003 1521 East Leg TOTAL 1937 3164 5 9 37100 West Leg INBOUND 1236 1875 West Leg OUTBOUND 1465 2025 West Leg TOTAL 2701 3900 6 8 46800 TOTALS 12244 15730 6 8 191000 G1`� MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Monterey Av. (NS) / Gerald Ford Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 95 231 95 231 0 0 Northbound Through 469 1065 1088 1144 132 7 Right 26 65 123 162 373 149 Left 169 196 225 359 33 83 Southbound Through 830 763 830 1307 0 71 Right 124 83 198 289 60 248 Left 117 167 260 261 122 56 E -bound Through 221 578 851 1035 285 79 Right 82 156 82 156 0 0 Left 30 23 113 160 277 596 Westbound Through 292 345 749 1270 157 268 Right 216 322 536 380 148 18 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1253 1955 North Leg OUTBOUND 1884 1785 North Leg TOTAL 3137 3740 7 9 42200 South Leg INBOUND 1306 1537 South Leg OUTBOUND 1025 1623 South Leg TOTAL 2331 3160 7 10 32900 East Leg INBOUND 1398 1810 East Leg OUTBOUND 1199 1556 East Leg TOTAL 2597 3366 6 8 43600 West Leg INBOUND 1193 1452 West Leg OUTBOUND 1042 1790 West Leg TOTAL 2235 3242 6 8 39800 TOTALS 10300 13508 6 9 158500 C-�I7- MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Monterey Av. (NS) / Frank Sinatra Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 138 109 138 177 0 62 Northbound Through 488 1014 938 1053 92 4 Right 143 41 143 147 0 259 Left 26 39 102 238 292 510 Southbound Through 826 796 826 1213 0 52 Right 141 116 141 116 0 0 Left 24 35 147 86 513 146 Eastbound Through 376 444 771 638 105 44 Right 61 81 69 141 13 74 Left 47 56 101 123 115 120 Westbound Through 309 318 591 733 91 131 Right 83 81 125 254 51 214 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1069 1567 North Leg OUTBOUND 1210 1393 North Leg TOTAL 2279 2960 7 9 32900 South Leg INBOUND 1219 1377 South Leg OUTBOUND 996 1477 South Leg TOTAL 2215 2854 7 9 33200 East Leg INBOUND 817 1110 East Leg OUTBOUND 1016 1023 East Leg TOTAL 1833 2133 7 8 27500 West Leg INBOUND 987 865 West Leg OUTBOUND 870 1026 West Leg TOTAL 1857 1891 7 8 24900 TOTALS 8184 9838 7 8 118500 610 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Monterey Av. (NS) / Country Club Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- ----..---------Approach Movement Movement AM PM A., PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 412 473 412 487 0 3 Northbound Through 661 1417 901 1417 36 0 Right 120 252 120 252 0 0 Left 250 320 250 320 0 0 Southbound Through 1226 897 1226 1141 0 27 Right 86 58 102 164 19 183 Left 30 84 137 174 357 107 Eastbound Through 406 818 512 855 26 5 Right 298 372 407 389 37 5 Left 307 338 307 338 0 0 Westbound Through 933 631 933 965 0 53 Right 120 149 120 209 0 40 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1578 1625 North Leg OUTBOUND 1158 1800 North Leg TOTAL 2736 3425 8 10 33200 South Leg INBOUND 1433 2156 South Leg OUTBOUND 1940 1868 South Leg TOTAL 3373 4024 9 10 39000 East Leg INBOUND 1360 1512 East Leg OUTBOUND 882 1427 East Leg TOTAL 2242 2939 9 12 25000 West Leg INBOUND 1056 1418 West Leg OUTBOUND 1447 1616 West Leg TOTAL 2503 3034 7 9 33400 TOTALS 10854 13422 8 10 130600 el I� MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Monterey Av. (NS) / Park View Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 89 94 89 186 0 98 Northbound Through 492 1038 1048 1138 113 10 Right 69 64 69 64 0 0 Left 452 119 452 119 0 0 Southbound Through 749 899 951 1202 27 34 Right 57 102 112 193 96 89 Left 88 126 110 172 25 37 Eastbound Through 131 49 131 64 0 31 Right 81 106 81 192 0 81 Left 22 95 22 95 0 0 Westbound Through 19 78 21 78 11 0 Right 45 197 45 197 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1515 1514 North Leg OUTBOUND 1203 1507 North Leg TOTAL 2718 3021 7 8 39000 South Leg INBOUND 1206 1388 South Leg OUTBOUND 1054 1489 South Leg TOTAL 2260 2877 7 9 32400 East Leg INBOUND 88 370 East Leg OUTBOUND 652 247 East Leg TOTAL 740 617 9 7 8300 West Leg INBOUND 322 428 West Leg OUTBOUND 222 457 West Leg TOTAL 544 885 6 9 9600 TOTALS 6262 7400 7 8 89300 (11 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Monterey Av. (NS) / Fred Waring Dr. (EW) Project: Palm Desert Generat Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase Approach Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- left 174 376 174 376 0 0 Northbound Through 455 921 678 921 49 0 Right 233 395 321 395 38 0 Left 66 303 331 426 402 41 Southbound Through 267 932 558 932 109 0 Right 40 135 105 135 163 0 Left 51 103 82 142 61 38 Eastbound Through 420 995 528 995 26 0 Right 201 396 201 396 0 0 Left 253 289 2` -94 0 36 Westbound Through 505 757 799 13 6 Right 147 256 333 492 127 92 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 994 1493 North Leg OUTBOUND 1093 1555 North Leg TOTAL 2087 3048 6 9 32400 South leg INBOUND 1173 1692 South Leg OUTBOUND 1012 1722 South Leg TOTAL 2185 3414 7 11 29700 East Leg INBOUND 1159 1685 East Leg OUTBOUND 180 1816 East Leg TOTAL 39 3501 6 9 39000 West Leg INBOUND 811 1533 West Leg OUTBOUND 852 1310 West Leg TOTAL 1663 2843 7 12 24500 TOTALS 8274 12806 7 10 125600 (nN MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Monterey Av. (NS) / SR-111 Fwy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 112 219 284 241 154 10 Northbound Through 412 604 623 604 51 0 Right 135 202 344 364 155 80 Left 285 535 285 535 0 0 Southbound Through 335 509 384 653 15 28 Right 108 298 108 298 0 0 Left 105 300 105 300 0 0 Eastbound Through 614 1288 790 1288 29 0 Right 102 118 195 278 91 136 Left 123 192 417 383 239 99 Westbound Through 544 962 927 962 70 0 Right 75 212 154 212 105 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 777 1486 North Leg OUTBOUND 882 1116 North Leg TOTAL 1659 2602 6 9 29700 South Leg INBOUND 1251 1209 South Leg OUTBOUND 996 1314 South Leg TOTAL 2247 2523 6 6 39100 East Leg INBOUND 1498 1557 East Leg OUTBOUND 1419 2187 East Leg TOTAL 2917 3744 6 8 47200 West Leg INBOUND 1090 1866 West Leg OUTBOUND 1319 1501 West Leg TOTAL 2409 3367 6 9 39100 TOTALS 9232 12236 6 8 155100 C-, 1I MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Monterey Av. (NS) / I-10 WB Ramps (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 770 667 0 0 Northbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Left 0 0 0 0 0 0 Southbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Left 0 0 0 0 0 0 Eastbound Through 0 0 545 744 0 0 Right 0 0 0 0 0 0 Left 0 0 0 0 0 0 Westbound Through 0 0 716 808 0 0 Right 0 0 0 0 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 0 0 North Leg OUTBOUND 0 0 North Leg TOTAL 0 0 0 0 0 South Leg INBOUND 770 667 South Leg OUTBOUND 0 0 South Leg TOTAL 770 667 7 6 10800 East Leg INBOUND 716 808 East Leg OUTBOUND 545 744 East Leg TOTAL 1261 1552 7 9 17300 West Leg INBOUND 545 744 West Leg OUTBOUND 1486 1475 West Leg TOTAL 2031 2219 7 8 29200 TOTALS 4062 4438 7 8 57300 (.I) �K MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: College of the Desert (NS) / Fred Waring Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase Approach Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 2 14 31 40 1450 186 Northbound Through 1 1 1 1 0 0 Right 1 11 1 11 0 0 Left 18 125 35 125 94 0 Southbound Through 1 3 1 3 0 0 Right 14 83 14 83 0 0 Left 29 53 29 53 0 0 Eastbound Through 521 998 1122 1605 115 61 Right 5 17 30 38 500 124 Left 1 7 1 7 0 0 Westbound Through 781 1056 1116 1616 43 53 Right 202 156 202 156 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 50 211 North Leg OUTBOUND 232 210 North Leg TOTAL 282 421 6 10 4400 South Leg INBOUND 33 52 South Leg OUTBOUND 32 48 South Leg TOTAL 65 100 6 10 1000 East Leg INBOUND 1319 1779 East Leg OUTBOUND 1158 1741 East Leg TOTAL 2477 3520 6 9 39300 West Leg INBOUND 1181 1696 West Leg OUTBOUND 1161 1739 West Leg TOTAL 2342 3435 6 9 39000 TOTALS 5166 7476 6 9 83700 G, M MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: San Pablo Av. (NS) / Fred Waring Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 91 164 171 177 88 8 Northbound Through 96 94 96 94 0 0 Right 64 127 ill 225 73 77 Left 65 132 65 132 0 0 Southbound Through 65 71 65 71 0 0 Right 24 41 24 42 0 2 Left 30 48 33 48 10 0 Eastbound Through 315 976 981 1442 211 48 Right 90 139 142 186 58 34 Left 151 142 151 251 0 77 Westbound Through 674 848 976 1443 45 70 Right 177 101 177 101 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 154 245 North Leg OUTBOUND 306 243 North Leg TOTAL 460 488 5 5 10200 South Leg INBOUND 378 496 South Leg OUTBOUND 358 508 South Leg TOTAL 736 1004 6 8 12900 East Leg INBOUND 1304 1795 East Leg OUTBOUND 1157 1799 East Leg TOTAL 2461 3594 6 9 41000 West Leg INBOUND 1156 1676 West Leg OUTBOUND 1171 1662 West Leg TOTAL 2327 3338 6 8 39300 TOTALS 5984 8424 6 8 103400 620 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: San Pablo Av. (NS) / SR-111 Fuy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- left 31 76 74 82 139 8 Northbound Through 62 102 62 148 0 45 Right 33 91 54 91 64 0 Left 121 142 121 142 0 0 Southbound Through 120 138 120 197 0 43 Right 108 121 108 121 0 0 Left 63 140 63 140 0 0 Eastbound Through 661 1271 1208 1385 83 9 Right 70 53 70 85 0 60 Left 47 70 47 70 0 0 Westbound Through 793 975 1478 1279 86 31 Right 138 125 138 125 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 349 460 North Leg OUTBOUND 263 413 North Leg TOTAL 612 873 5 7 12900 South Leg INBOUND 190 321 South Leg OUTBOUND 237 352 South Leg TOTAL 427 673 7 11 6300 East Leg INBOUND 1663 1474 East Leg OUTBOUND 1383 1618 East Leg TOTAL 3046 3092 6 6 48700 West Leg INBOUND 1341 1610 West Leg OUTBOUND 1660 1482 West Leg TOTAL 3001 3092 6 7 47200 TOTALS 7086 7730 6 7 115100 OnA MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: San Luis Rey Av. (NS) / SR-111 FWy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Vn' rne Percent '.ncrease -------------- ------- ---- ----------------- -------------- ------- ----Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 74 151 74 151 0 0 Northbound Through 37 5 37 45 0 0 Right 81 109 81 69 0 0 Left 56 39 56 39 0 0 Southbound Through 38 45 38 45 0 0 Right 36 71 36 71 0 0 Left 51 88 51 88 0 0 Eastbound Through 663 1237 1280 1510 93 22 Right 60 129 60 129 0 0 Left 92 131 92 131 0 0 Westbound Through 880 939 1649 1403 87 49 Right 38 42 38 42 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INEOUND 130 155 North Leg OUTBOUND 126 175 North Leg TOTAL 256 330 7 9 3700 South Leg INBOUND 192 365 South Leg OUTBOUND 190 305 South Leg TOTAL 382 670 6 10 6800 East Leg INBOUND 1779 1576 East Leg OUTBOUND 1417 1718 East Leg TOTAL 3196 3294 6 6 52100 West Leg INBOUND 1391 1727 West Leg OUTBOUND 1759 1625 West Leg TOTAL 3150 3352 6 7 48700 TOTALS 6984 7646 6 7 111300 C-12'L MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Portola Av. (NS) / I-10 EB Ramps (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 0 0 0 0 Northbound Through 0 0 615 862 0 0 Right 0 0 429 652 0 0 Left 0 0 78 220 0 0 Southbound Through 0 0 886 1261 0 0 Right 0 0 0 0 0 0 Left 0 0 282 289 0 0 Eastbound Through 0 0 0 0 0 0 Right 0 0 324 533 0 0 Left 0 0 0 0 0 0 Westbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 964 1481 North Leg OUTBOUND 897 1151 North Leg TOTAL 1861 2632 5 7 39000 South Leg INBOUND 1044 1514 South Leg OUTBOUND 1210 1794 South Leg TOTAL 2254 3308 5 7 48200 East Leg INBOUND 0 0 East Leg OUTBOUND 507 872 East Leg TOTAL 507 872 4 8 11300 West Leg INBOUND 606 822 West Leg OUTBOUND 0 0 West Leg TOTAL 606 822 5 6 13300 TOTALS 5228 7634 5 7 111800 G I,?) MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Portola Av. (NS) / Gerald Ford Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 284 368 284 368 0 0 Northbound Through 0 0 536 837 0 0 Right 2 1 38 37 1800 3600 Left 0 0 199 338 0 0 Southbound Through 0 0 602 1033 0 0 Right 0 0 290 452 0 0 Left 0 0 315 405 0 0 Eastbound Through 235 333 742 957 216 187 Right 257 203 257 203 0 0 Left 5 11 19 25 280 127 Westbound Through 316 276 804 1057 154 283 Right 0 0 285 331 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1091 1823 North Leg OUTBOUND 1136 1573 North Leg TOTAL 2227 3396 6 9 37100 South Leg INBOUND 858 1242 South Leg OUTBOUND 878 1261 South Leg TOTAL 1736 2503 6 8 30900 East Leg INBOUND 1108 1413 East Leg OUTBOUND 979 1332 East Leg TOTAL 2087 2745 6 8 34400 West Leg INBOUND 1314 1565 West Leg OUTBOUND 1378 1877 West leg TOTAL 2692 3442 6 8 43600 TOTALS 8742 12086 6 8 146000 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Portola Av. (NS) / Frank Sinatra Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 74 148 184 167 149 13 Northbound Through 240 389 805 1112 235 186 Right 41 85 82 144 100 69 Left 24 24 47 38 96 58 Southbound Through 363 245 689 1168 90 377 Right 14 14 82 84 486 500 Left 9 11 90 90 900 718 Eastbound Through 248 382 736 760 197 99 Right 128 117 208 153 63 31 Left 51 59 61 152 20 158 Westbound Through 293 300 501 894 71 198 Right 13 38 13 55 0 45 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 818 1290 North Leg OUTBOUND 908 1257 North Leg TOTAL 1726 2547 6 8 30900 South Leg INBOUND 1071 1423 South Leg OUTBOUND 958 1473 South Leg TOTAL 2029 2896 5 7 39500 East Leg INBOUND 575 1101 East Leg OUTBOUND 865 942 East Leg TOTAL 1440 2043 6 8 26100 West Leg INBOUND 1034 1003 West Leg OUTBOUND 767 1145 West Leg TOTAL 1801 2148 7 8 27500 TOTALS 6996 9634 6 8 124000 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Portola Av. (NS) / Country Club Dr. (EW) Project: Patm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase Approach Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 168 190 168 303 0 59 Northbound Through 210 357 581 768 177 115 Right 95 206 187 219 97 6 Left 45 60 287 268 538 347 Southbound Through 279 245 479 826 72 237 Right 20 18 22 81 10 350 Left 23 22 27 69 17 214 Eastbound Through 430 1005 636 1005 48 0 Right 225 249 225 249 0 0 Left 195 181 195 239 0 32 Westbound Through 615 603 615 981 0 63 Right 26 23 225 278 765 1109 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 788 1175 North Leg OUTBOUND 833 1115 North Leg TOTAL 1621 2290 4 6 39500 South Leg INBOUND 936 1290 South Leg OUTBOUND 899 1314 South Leg TOTAL 1835 2604 6 8 31300 East Leg INBOUND 1035 1498 East Leg OUTBOUND 1110 1492 East Leg TOTAL 2145 2990 8 11 28400 West Leg INBOUND 888 1323 West Leg OUTBOUND 805 1365 West Leg TOTAL 1693 2688 7 11 25000 TOTALS 7294 10572 6 9 124200 G-17--w MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Portola Av. (NS) / Hovley Ln. E. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 0 0 0 0 Northbound Through 702 899 702 1002 0 11 Right 213 224 213 224 0 0 Left 410 257 410 420 0 63 Southbound Through 772 759 772 849 0 12 Right 0 0 0 0 0 0 Left 0 0 0 0 0 0 Eastbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Left 393 365 393 365 0 0 Westbound Through 0 0 0 0 0 0 Right 357 322 357 393 0 22 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1182 1269 North Leg OUTBOUND 1059 1395 North Leg TOTAL 2241 2664 7 9 31300 South Leg INBOUND 915 1226 South Leg OUTBOUND 1165 1214 South Leg TOTAL 2080 2440 7 9 28400 East Leg INBOUND 750 758 East Leg OUTBOUND 623 644 East Leg TOTAL 1373 1402 8 8 17600 West Leg INBOUND 0 0 West Leg OUTBOUND 0 0 West Leg TOTAL 0 0 0 0 0 TOTALS 5694 6506 7 8 77300 G �,2� MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Porto Av. (NS) / Magnesia Falls Dr. (EW) Project: Pe - Deser, .;enera. an Update JN: 00055 Case Descr on: PG GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 13 19 26 89 100 368 Northbound Through 519 689 639 959 23 39 Right 30 28 30 "�8 0 0 Left 55 88 55 88 0 0 Southbound Through 691 679 691 790 0 16 Right 5 12 154 203 2980 1592 Left 8 7 83 190 938 2614 Eastbound Through 4 3 16 63 300 2000 Right 22 27 22 53 0 96 Left 34 29 34 29 0 0 Westbound Through 3 7 12 48 300 586 Right 121 168 121 168 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 900 1081 North Leg OUTBOUND 843 1317 North Leg TOTAL 1743 2398 6 8 28400 South Leg INBOUND 695 1076 South Leg OUTBOUND 747 872 South Leg TOTAL 1442 1948 6 8 24300 East Leg INBOUND 167 245 East Leg OUTBOUND 101 179 East Leg TOTAL 268 424 9 15 2900 West Leg INBOUND 121 306 West Leg OUTBOUND 192 340 West Leg TOTAL 313 646 5 10 6600 TOTALS 3766 5416 6 9 62200 �-►2D MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Portola Av. (NS) / Fred Waring Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 76 98 116 130 53 33 Northbound Through 298 445 508 563 70 27 Right 83 130 105 146 27 12 Left 61 66 75 92 23 39 Southbound Through 454 408 454 589 0 44 Right 290 293 290 293 0 0 Left 101 240 101 240 0 0 Eastbound Through 341 872 957 1521 181 74 Right 57 113 86 113 51 0 Left 173 161 173 169 0 5 Westbound Through 822 781 976 1522 19 95 Right 48 68 55 347 15 410 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 819 974 North Leg OUTBOUND 664 1150 North Leg TOTAL 1483 2124 6 9 24300 South Leg INBOUND 729 839 South Leg OUTBOUND 713 871 South Leg TOTAL 1442 1710 6 7 24300 East Leg INBOUND 1204 2038 East Leg OUTBOUND 1137 1759 East Leg TOTAL 2341 3797 6 10 39400 West Leg INBOUND 1144 1874 West Leg OUTBOUND 1382 1945 West Leg TOTAL 2526 3819 6 9 41000 TOTALS 7792 11450 6 9 129000 C-110► MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Portola Av. (NS) / SR-111 Fwy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 212 239 212 239 0 0 Northbound Through 402 540 402 540 0 0 Right 136 244 136 244 0 0 Left 160 227 160 227 0 0 Southbound Through 616 408 616 408 0 0 Right 125 149 187 276 50 85 Left 98 193 210 256 114 33 Eastbound Through 884 1473 1063 1473 20 0 Right 165 110 165 132 0 20 Left 297 175 297 175 0 0 Westbound Through 1141 1238 1420 1238 24 0 Right 103 123 161 211 56 72 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 963 911 North Leg OUTBOUND 773 1007 North Leg TOTAL 1736 1918 7 8 24300 South Leg INBOUND 750 1023 South Leg OUTBOUND 1078 715 South Leg TOTAL 1828 1738 14 13 13000 East Leg INBOUND 1878 1624 East Leg OUTBOUND 1359 1944 East Leg TOTAL 3237 3568 7 7 49100 West Leg INBOUND 1438 1861 West Leg OUTBOUND 1819 1753 West Leg TOTAL 3257 3614 6 7 52100 TOTALS 10058 10838 7 8 138500 G-�30 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Portola Av, (NS) / I-10 WB Ramps.(EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 690 956 0 0 Northbound Through 0 0 0 0 0 0 Right 0 0 74 62 0 0 Left 0 0 0 0 0 0 Southbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Left 0 0 0 0 0 0 Eastbound Through 0 0 953 1156 0 0 Right 0 0 0 0 0 0 Left 0 0 0 0 0 0 Westbound Through 0 0 935 1070 0 0 Right 0 0 0 0 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 0 0 North Leg OUTBOUND 0 0 North Leg TOTAL 0 0 0 0 0 South Leg INBOUND 764 1018 South Leg OUTBOUND 0 0 South Leg TOTAL 764 1018 5 7 15100 East Leg INBOUND 935 1070 East Leg OUTBOUND 1027 1218 East Leg TOTAL 1962 2288 6 7 32000 West Leg INBOUND 953 1156 West Leg OUTBOUND 1625 2026 West Leg TOTAL 2578 3182 6 7 44700 TOTALS 5304 6488 6 7 91800 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: El Paseo/Cabrillo Ave. (NS) / SR-111 Fwy. (EW) Project: Patm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase Approach Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 5 39 5 39 0 0 Northbound Through 7 50 7 50 0 0 Right 182 254 484 336 166 32 Left 15 31 15 31 0 0 Southbound Through 55 84 55 84 0 0 Right 29 28 29 28 0 0 Left 28 29 28 29 0 0 Eastbound Through 600 1326 1259 1481 110 12 Right 29 60 29 60 0 0 Left 150 126 253 346 69 175 Westbound Through 994 989 1656 1445 67 46 Right 20 29 20 29 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 99 143 North Leg OUTBOUND 55 108 North Leg TOTAL 154 251 6 10 2500 South Leg INBOUND 496 425 South Leg OUTBOUND 337 490 South Leg TOTAL 833 915 8 8 11000 East Leg INBOUND 1929 1820 East Leg OUTBOUND 1758 1848 East Leg TOTAL 3687 3668 6 6 60400 West Leg INBOUND 1316 1570 West Leg OUTBOUND 1690 1512 West Leg TOTAL 3006 3082 6 6 49100 TOTALS 7680 7916 6 6 123000 �--t3v MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Deep Canyon Rd. (NS) / Fred Waring Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase Approach Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 78 138 78 138 0 0 Northbound Through 487 259 487 259 0 0 Right 681 567 681 567 0 0 Left 440 272 440 272 0 0 Southbound Through 299 194 299 194 0 0 Right 27 36 27 36 0 0 Left 67 55 67 55 0 0 Eastbound Through 1024 1546 1119 1696 9 10 Right 37 157 37 107 0 -31 Left 265 457 265 457 0 0 Westbound Through 1418 1573 1418 1981 0 26 Right 694 345 694 345 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 766 502 North Leg OUTBOUND 1248 659 North Leg TOTAL 2014 1161 10 6 19500 South Leg INBOUND 1246 964 South Leg OUTBOUND 601 758 South Leg TOTAL 1847 1722 8 7 23400 East Leg INBOUND 2377 2783 East Leg OUTBOUND 2240 2535 East Leg TOTAL 4617 5318 9 11 49700 West Leg INBOUND 1223 1858 West Leg OUTBOUND 1523 2155 West Leg TOTAL 2746 4013 7 10 39400 TOTALS 11224 12214 9 9 132000 G-1? MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Deep Canyon Rd. (NS) / SR-111 Fwy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- ApF,:.�ch Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 52 64 52 64 0 0 Northbound Through 127 188 1 -` 188 0 0 Right 103 129 103 129 0 0 eft 218 301 218 301 0 0 Southbound -:rough 165 247 165 247 0 0 Right 147 152 147 152 0 0 Left 110 331 110 331 0 0 Eastbound Through 869 1831 1661 1831 91 0 Right 34 45 47 67 38 49 Left 85 84 85 84 0 0 Westbound Through 1400 1500 1841 1705 31 14 Right ==4 189 194 189 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 530 700 North Leg OUTBOUND 431 708 North Leg TOTAL 961 1408 4 6 23400 South Leg INBOUND 282 381 South Leg OUTBOUND 297 398 South Leg TOTAL 579 779 7 9 8500 East Leg INBOUND 2120 1978 East Leg OUTBOUND 1982 2261 East Leg TOTAL 4102 4239 7 7 60200 West Leg INBOUND 1818 2229 West Leg OUTBOUND 2040 1921 West Leg TOTAL 3858 4150 6 7 60400 TOTALS 9500 10576 6 7 152500 C� ! } MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Hospitality Dr. (NS) / SR-111 Fwy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 80 86 80 86 0 0 Northbound Through 16 23 16 23 0 0 Right 112 159 112 159 0 0 Left 17 29 36 43 112 48 Southbound Through 24 24 24 24 0 0 Right 12 16 21 23 75 44 Left 11 21 16 21 45 0 Eastbound Through 688 1315 1706 1712 148 30 Right ill 120 111 120 0 0 Left 207 171 207 171 0 0 Westbound Through 918 1011 1827 1728 99 71 Right 21 30 38 39 81 30 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 81 90 North Leg OUTBOUND 70 83 North Leg TOTAL 151 173 8 10 1800 South Leg INBOUND 208 268 South Leg OUTBOUND 342 315 South Leg TOTAL 550 583 9 10 5900 East Leg INBOUND 2072 1938 East Leg OUTBOUND 1854 1914 East Leg TOTAL 3926 3852 6 6 62000 West Leg INBOUND 1833 1853 West Leg OUTBOUND 1928 1837 West Leg TOTAL 3761 3690 6 6 60200 TOTALS 8388 8298 6 6 129900 C, 5 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Cook St. (NS) / I-10 WB Ramps (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 0 0 0 0 Northbound Through 67 113 1071 1500 1499 1227 Right 342 506 611 596 79 18 Left 0 0 0 0 0 0 Southbound Through 247 79 1254 1764 408 2133 Right 389 12 389 377 0 3042 Left 0 0 0 0 0 0 Eastbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Left 132 225 418 475 217 111 Westbound Through 0 0 0 0 0 0 Right 5 24 228 314 4460 1208 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1643 2141 North Leg OUTBOUND 1299 1814 North Leg TOTAL 2942 3955 6 9 46100 South Leg INBOUND 1682 2096 South Leg OUTBOUND 1672 2239 South Leg TOTAL 3354 4335 6 8 51600 East Leg INBOUND 646 789 East Leg OUTBOUND 611 596 East Leg TOTAL 1257 1385 13 14 10000 West Leg INBOUND 0 0 West Leg OUTBOUND 389 377 West Leg TOTAL 389 377 8 8 5000 TOTALS 7942 10052 7 9 112700 C,3(-P MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Cook St. (NS) / I-10 EB Ramps (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 0 0 0 0 Northbound Through 380 590 1538 1842 305 212 Right 164 344 422 433 157 26 Left 25 24 260 410 940 1608 Southbound Through 367 285 1412 1828 285 541 Right 0 0 0 0 0 0 Left 22 16 143 254 550 1488 Eastbound Through 2 1 2 1 0 0 Right 662 430 699 778 6 81 Left 0 0 0 0 0 0 Westbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1672 2238 North Leg OUTBOUND 1681 2096 North Leg TOTAL 3353 4334 6 8 51600 South Leg INBOUND 1960 2275 South Leg OUTBOUND 2111 2606 South Leg TOTAL 4071 4881 7 8 62000 East Leg INBOUND 0 0 East Leg OUTBOUND 684 844 East Leg TOTAL 684 844 6 8 10700 West Leg INBOUND 844 1033 West Leg OUTBOUND 0 0 West Leg TOTAL 844 1033 6 8 13300 TOTALS 8952 11092 7 8 137600 6131 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Cook St. (NS) / Gerald Ford Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 73 118 654 324 796 175 Northbound Through 471 758 1279 1397 172 84 Right 7 1 81 83 1057 8200 Left 53 52 179 267 238 413 Southbound Through 1083 557 1413 1618 30 190 Right 96 64 519 721 441 1027 Left 80 97 482 647 503 567 Eastbound Through 83 147 115 577 39 293 Right 74 109 515 236 596 117 Left 1 1 56 90 5500 8900 Westbound Through 136 95 202 432 49 355 Right 95 74 199 229 109 209 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 2111 2606 North Leg OUTBOUND 1960 2273 North Leg TOTAL 4071 4879 7 8 62000 South Leg INBOUND 2014 1804 South Leg OUTBOUND 1984 1944 South Leg TOTAL 3998 3748 7 6 60600 East Leg INBOUND 457 751 East Leg OUTBOUND 375 927 East Leg TOTAL 832 1678 5 10 16200 West Leg INBOUND 1112 1460 West Leg OUTBOUND 1375 1477 West Leg TOTAL 2487 2937 7 9 34400 TOTALS 11388 13242 7 8 173200 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Cook St. (NS) / Frank Sinatra Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 144 179 144 313 0 75 Northbound Through 431 861 1507 1321 250 53 Right 39 158 39 158 0 0 Left 36 58 129 121 258 109 Southbound Through 994 615 1198 1464 21 138 Right 174 69 542 612 211 787 Left 138 206 565 631 309 206 Eastbound Through 105 256 164 256 56 0 Right 146 177 166 308 14 74 Left 43 50 43 50 0 0 Westbound Through 254 120 254 249 0 108 Right 32 31 96 131 200 323 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg VoLumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1869 2197 North Leg OUTBOUND 2168 2083 North Leg TOTAL 4037 4280 7 7 60600 South Leg INBOUND 1690 1792 South Leg OUTBOUND 1407 1822 South Leg TOTAL 3097 3614 7 8 46400 East Leg INBOUND 393 430 East Leg OUTBOUND 332 535 East Leg TOTAL 725 965 9 12 8200 West Leg INBOUND 895 1195 West Leg OUTBOUND 940 1174 West Leg TOTAL 1835 2369 7 9 26100 TOTALS 9694 11228 7 8 141300 G�3q MODE, PEAK HOUR INTERSECTION CALCULATIONS Intersection: Cook St. (NS) / Country Club Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 94 207 201 241 114 16 Northbound Through 495 928 1168 1207 136 30 Right 140 72 190 253 36 251 Left 92 140 106 430 15 207 Southbound Through WE 484 1161 1200 15 148 Right 17 90 1 140 0 56 Left 10'; 172 105 172 0 0 Eastbound Through 164 342 562 940 243 17 Right 123 218 167 257 36 Left 182 142 221 154 21 Westbound Through 194 16' 642 828 231 396 Right 147 1"- 349 356 137 106 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1438 1770 North Leg OUTBOUND 1622 1735 North Leg TOTAL 3060 3505 7 8 46400 South Leg INBOUND 1559 1701 South Leg OUTBOUND 1549 1611 South Leg TOTAL 3108 3312 6 6 51200 East Leg INBOUND 1212 1338 East Leg OUTBOUND 858 1623 East Leg TOTAL 2070 2961 6 9 33700 West Leg INBOUND 834 1369 West Leg OUTBOUND 1014 1209 West Leg TOTAL 1848 2578 7 9 28400 TOTALS 10086 12356 6 8 159700 V'� MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Cook St. (NS) / Hovley Ln. E. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 129 178 129 178 0 0 Northbound Through 691 996 1088 1116 57 12 Right 155 312 155 312 0 0 Left 157 140 561 731 257 422 Southbound Through 887 767 907 945 2 23 Right 217 189 217 189 0 0 Left 176 270 176 270 0 0 Eastbound Through 320 555 320 555 0 0 Right 166 186 166 186 0 0 Left 175 156 175 203 0 30 Westbound Through 421 456 421 456 0 0 Right 150 217 499 558 233 157 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1685 1865 North Leg OUTBOUND 1763 1944 North Leg TOTAL 3448 3809 7 7 51200 South Leg INBOUND 1372 1606 South Leg OUTBOUND 1248 1334 South Leg TOTAL 2620 2940 7 8 37300 East Leg INBOUND 1095 1217 East Leg OUTBOUND 1036 1598 East Leg TOTAL 2131 2815 9 12 22800 West Leg INBOUND 662 1011 West Leg OUTBOUND 767 823 West Leg TOTAL 1429 1834 8 10 17600 TOTALS 9628 11398 7 9 128900 C-1 41 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Cook St. (NS) / Fred Waring Dr. (El. Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 104 119 104 119 0 0 Northbound Through 440 608 967 732 120 20 Right 22 64 197 194 795 203 Left 424 474 424 474 0 0 Southbound Through 698 597 814 837 17 40 Right 716 550 716 550 0 0 Left 379 600 379 600 0 0 Eastbound Through 825 1542 941 1569 14 2 Right 167 134 167 134 0 0 Left 190 81 190 182 0 125 Westbound Through 1474 998 1474 1839 0 84 Right 600 454 600 454 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1954 1861 North Leg OUTBOUND 1946 1786 North Leg TOTAL 3900 3647 10 10 37300 South Leg INBOUND 1268 1045 South Leg OUTBOUND 1171 1153 South Leg TOTAL 2439 2198 7 6 35700 East Leg INBOUND 2264 2475 East Leg OUTBOUND 1562 2237 East Leg TOTAL 3826 4712 8 10 47400 West Leg INBOUND 1487 2303 West Leg OUTBOUND 2294 2508 West Leg TOTAL 3781 4811 8 10 49700 TOTALS 13946 15368 8 9 170100 647, MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Cook St. (NS) / SR-111 Fwy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Att Existing Count Future Volume Percent Increase Approach Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 29 54 30 54 3 0 Northbound Through 103 151 130 202 26 34 Right 50 148 50 148 0 0 Left 168 264 522 376 211 42 Southbound Through 144 201 144 240 0 19 Right 179 204 390 372 118 82 Left 144 227 360 377 150 66 Eastbound Through 636 1211 1391 1401 119 16 Right 37 65 37 65 0 0 Left 94 95 94 95 0 0 Westbound Through 948 964 1486 1402 57 45 Right 222 285 647 377 191 32 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1056 988 North Leg OUTBOUND 1137 956 North Leg TOTAL 2193 1944 6 5 35700 South Leg INBOUND 210 404 South Leg OUTBOUND 275 400 South Leg TOTAL 485 804 7 11 7100 East Leg INBOUND 2227 1874 East Leg OUTBOUND 1963 1925 East Leg TOTAL 4190 3799 6 6 65800 West Leg INBOUND 1788 1843 West Leg OUTBOUND 1906 1828 West Leg TOTAL 3694 3671 6 6 62000 TOTALS 10562 10218 6 6 1706DO C-��3 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Gerald Ford Dr. (NS) / Frank Sinatra Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase Approach Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 0 0 0 0 Northbound Thrcugh 0 0 0 0 0 0 Right 0 0 0 0 0 0 Left 135 172 135 665 0 287 Southbound Through 0 0 0 0 0 0 Right 1 1 26 46 2500 4500 Left 2 4 35 40 1650 900 Eastbound Through 108 205 293 273 171 33 Right 0 0 0 0 0 0 Left 0 0 0 0 0 0 Westbound Through 204 126 280 419 37 233 Right 194 168 281 432 45 157 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 161 711 North Leg OUTBOUND 316 472 North Leg TOTAL 477 1183 3 7 16200 South Leg INBOUND 0 0 South Leg OUTBOUND 0 0 South Leg TOTAL 0 0 0 0 0 East Leg INBOUND 561 851 East Leg OUTBOUND 428 938 East Leg TOTAL 989 1789 6 10 17400 West Leg INBOUND 328 313 West Leg OUTBOUND 306 465 West Leg TOTAL 634 778 8 9 8200 TOTALS 2100 3750 5 9 41800 C', Lt4 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Eldorado Dr. (NS) / Country Club Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase Approach Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 49 49 422 477 761 873 Northbound Through 70 75 70 75 0 0 Right 78 138 78 138 0 0 Left 46 45 46 45 0 0 Southbound Through 37 94 37 94 0 0 Right 38 30 43 30 13 0 Left 26 52 26 52 0 0 Eastbound Through 448 925 732 993 63 7 Right 36 96 122 534 239 456 Left 52 80 52 143 0 79 Westbound Through 682 628 682 820 0 31 Right 49 61 49 61 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 126 169 North Leg OUTBOUND 145 188 North Leg TOTAL 271 357 8 11 3300 South Leg INBOUND 570 690 South Leg OUTBOUND 211 771 South Leg TOTAL 781 1461 7 13 10900 East Leg INBOUND 783 1024 East Leg OUTBOUND 856 1176 East Leg TOTAL 1639 2200 7 9 25000 West Leg INBOUND 880 1579 West Leg OUTBOUND 1147 1327 West Leg TOTAL 2027 2906 6 9 33700 TOTALS 4718 6924 6 9 72900 G L6 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Eldorado Dr. (NS) / Frank Sinatra Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 88 87 88 87 0 0 Northbound Through 5 16 8 27 60 69 Right 8 9 8 9 0 0 Left 9 9 21 9 133 0 Southbound Through 1 10 17 19 1600 90 Right 50 38 50 38 0 0 Left 11 36 14 47 27 31 Eastbound Through 147 233 348 791 137 239 Right 81 103 81 103 0 0 Left 12 2 12 2 0 0 Westbound Through 253 173 444 774 75 347 Right 3 8 7 9 133 13 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 88 66 North Leg OUTBOUND 29 83 North Leg TOTAL 117 149 6 7 2100 South Leg INBOUND 104 123 South Leg OUTBOUND 110 124 South Leg TOTAL 214 247 6 7 3300 East Leg INBOUND 463 785 East Leg OUTBOUND 377 809 East Leg TOTAL 840 1594 6 11 15000 West Leg INBOUND 443 941 West Leg OUTBOUND 582 899 West Leg TOTAL 1025 1840 6 11 17400 TOTALS 2196 3830 6 10 37800 C-1 L MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Eldorado Dr. (NS) / Hovley Ln. E. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 42 31 0 0 Northbound Through 0 0 54 40 0 0 Right 0 0 13 9 0 0 Left 62 99 122 421 97 325 Southbound Through 0 0 15 53 0 0 Right 94 55 94 135 0 145 Left 72 106 72 139 0 31 Eastbound Through 226 662 516 734 128 11 Right 0 0 26 48 0 0 Left 0 0 10 19 0 0 Westbound Through 452 408 585 701 29 72 Right 79 58 262 444 232 666 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 231 609 North Leg OUTBOUND 388 623 North Leg TOTAL 619 1232 6 11 10900 South Leg INBOUND 109 80 South Leg OUTBOUND 51 120 South Leg TOTAL 160 200 6 7 2800 East Leg INBOUND 857 1164 East Leg OUTBOUND 651 1164 East Leg TOTAL 1508 2328 6 9 27100 West Leg INBOUND 614 921 West Leg OUTBOUND 721 867 West Leg TOTAL 1335 1788 6 8 22800 TOTALS 3622 5548 6 9 63600 G-1 -1 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Eldorado Dr. (NS) / SR-111 Fwy. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 26 36 65 38 150 6 Northbound Through 66 70 95 94 44 34 Right 69 77 188 192 172 149 Left 135 142 139 413 3 191 Southbound Through 60 38 60 143 0 276 Right 31 18 31 47 0 161 Left 32 66 32 66 0 0 Eastbound Through 734 1469 1907 1645 160 12 Right 19 76 24 76 26 0 Left 108 79 108 268 0 239 Westbound Through 1430 1141 1979 1709 38 50 Right 102 109 142 361 39 231 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 230 603 North Leg OUTBOUND 269 521 North Leg TOTAL 499 1124 5 12 9700 South Leg INBOUND 348 324 South Leg OUTBOUND 192 487 South Leg TOTAL 540 811 6 9 9500 East Leg INBOUND 2229 2338 East Leg OUTBOUND 2234 2250 East Leg TOTAL 4463 4588 6 6 72000 West Leg INBOUND 1963 1787 West Leg OUTBOUND 2075 1794 West Leg TOTAL 4038 3581 6 5 65800 TOTALS 9540 10104 6 157000 ��"I U MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Tamarisk Row Dr. (NS) / Country Club Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 122 55 122 55 0 0 Northbound Through 114 86 114 251 0 192 Right 63 90 63 90 0 0 Left 73 162 326 474 347 193 Southbound Through 89 129 89 272 0 111 Right 25 16 25 16 0 0 Left 19 27 19 27 0 0 Eastbound Through 398 794 934 1184 135 49 Right 49 116 49 116 0 0 Left 30 37 30 37 0 0 Westbound Through 874 564 874 1051 0 86 Right 161 94 354 492 120 423 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 440 762 North Leg OUTBOUND 487 770 North Leg TOTAL 927 1532 6 10 15000 South Leg INBOUND 299 396 South Leg OUTBOUND 168 425 South Leg TOTAL 467 821 7 13 6300 East Leg INBOUND 1258 1580 East Leg OUTBOUND 1323 1748 East Leg TOTAL 2581 3328 6 8 39800 West Leg INBOUND 1002 1327 West Leg OUTBOUND 1021 1122 West Leg TOTAL 2023 2449 8 10 25000 TOTALS 5998 8130 7 9 86100 -1� MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Oasis Club Dr. (NS) / Av. 42 (EW) Project: Palm Desert General Plan Update 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 0 0 0 0 Northbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Left 113 200 113 305 0 52 Southbound Through 0 0 0 0 0 0 Right 45 38 45 38 0 0 Left 64 64 64 64 0 0 Eastbound Through 291 575 722 1157 148 101 Right 0 0 0 0 0 0 Left 0 0 0 0 0 0 Westbound Through 520 353 820 1233 58 249 Right 195 120 195 289 0 141 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 158 343 North Leg OUTBOUND 259 353 North Leg TOTAL 417 696 7 11 6300 South Leg INBOUND 0 0 South Leg OUTBOUND 0 0 South Leg TOTAL 0 0 0 0 0 East Leg INBOUND 1015 1522 East Leg OUTBOUND 835 1462 East Leg TOTAL 1850 2984 10 16 18700 West Leg INBOUND 786 1221 West Leg OUTBOUND 865 1271 West Leg TOTAL 1651 2492 6 9 27100 TOTALS 3918 6172 8 12 52100 6f�o MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Washington St. (NS) / Varner Rd. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 304 238 304 238 0 0 Northbound Through 236 429 1499 2063 535 381 Right 646 512 905 930 40 82 Left 26 76 110 280 323 268 Southbound Through 284 278 1411 2001 397 620 Right 31 38 279 300 800 689 Left 1 2 19 56 1800 2700 Eastbound Through 34 31 34 61 0 97 Right 100 66 195 402 95 509 Left 376 318 376 400 0 26 Westbound Through 62 98 255 342 311 249 Right 76 46 280 499 268 985 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1800 2581 North Leg OUTBOUND 1798 2618 North Leg TOTAL 3598 5199 6 8 62700 South Leg INBOUND 2708 3231 South Leg OUTBOUND 1982 2803 South Leg TOTAL 4690 6034 6 8 72600 East Leg INBOUND 911 1241 East Leg OUTBOUND 1049 1271 East Leg TOTAL 1960 2512 6 8 30900 West Leg INBOUND 248 519 West Leg OUTBOUND 838 880 West Leg TOTAL 1086 1399 7 9 14900 TOTALS 11334 15144 6 8 181100 6191 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Washington St. (NS) / I-10 EB Ramps (EW) Project: Palm Desert General Plan Update JN: 00055 Case Desc-iotion: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase Approach Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 0 0 0 0 0 0 Northbound Through 1153 914 1913 2451 66 168 Right 133 323 447 464 236 44 Left 63 89 490 806 678 806 Southbound Through 669 548 1340 1998 100 265 Right 0 0 0 0 0 0 Left 224 179 490 689 119 285 Eastbound I„_ouge 1 2 0 -99 -99 R 7nt 550 607 856 975 56 61 Left 0 0 0 0 0 0 Westbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM M P'' ADT ------ ------ ------ ------ --------- North Leg INBOUND 1830 2804 North Leg OUTBOUND 2403 3140 North Leg TOTAL 4233 5944 6 8 72600 South Leg INBOUND 2360 2915 South Leg OUTBOUND 2196 2973 South Leg TOTAL 4556 5888 6 8 757C- East Leg INBOUND 0 0 East Leg OUTBOUND 937 1270 East Leg TOTAL 937 1270 6 9 14700 West Leg INBOUND 1346 1664 West Leg OUTBOUND 0 0 West Leg TOTAL 1346 1664 6 7 23200 TOTALS 11072 14766 6 8 186200 C 52, MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Washington St. (NS) / Country Club Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 440 379 440 379 0 0 Northbound Through 1040 1459 1243 1544 20 6 Right 35 45 35 45 0 0 Left 202 292 305 407 51 39 Southbound Through 808 906 1316 1737 63 92 Right 460 531 543 796 18 50 Left 372 782 780 1053 110 35 Eastbound Through 234 636 444 636 90 0 Right 162 202 162 202 0 0 Left 81 151 81 151 0 0 Westbound Through 424 453 558 678 32 50 Right 260 281 315 281 21 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 2164 2940 North Leg OUTBOUND 2338 2878 North Leg TOTAL 4502 5818 6 8 74800 South Leg INBOUND 1718 1968 South Leg OUTBOUND 1559 2090 South Leg TOTAL 3277 4058 7 9 43800 East Leg INBOUND 954 1110 East Leg OUTBOUND 784 1088 East Leg TOTAL 1738 2198 7 9 25500 West Leg INBOUND 1386 1891 West Leg OUTBOUND 1541 1853 West Leg TOTAL 2927 3744 7 9 39800 TOTALS 12444 15818 7 9 183900 G� 5b MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Washington St. (NS) / Hovtey Ln. E. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Att Existing Count Future Volume Percent Increase Approach Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 318 321 318 321 0 0 Northbound Through 1091 1179 1093 1465 0 24 Right 206 376 206 376 0 0 Left 213 286 213 286 0 0 Southbound Through 858 1019 1254 1595 46 57 Right 171 226 171 226 0 0 Left 327 560 327 560 0 0 Eastbound Through 218 593 450 593 106 0 Right 233 308 233 308 0 0 Left 419 333 419 333 0 0 Westbound Through 401 338 494 689 23 104 Right 141 170 141 170 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1638 2107 North Leg OUTBOUND 1561 2195 North Leg TOTAL 3199 4302 7 10 43800 South Leg INBOUND 1617 2162 South Leg OUTBOUND 1906 2236 South Leg TOTAL 3523 4398 8 10 45200 East Leg INBOUND 1054 1192 East Leg OUTBOUND 869 1255 East Leg TOTAL 1923 2447 7 9 25800 West Leg INBOUND 1010 1461 West Leg OUTBOUND 983 1236 West Leg TOTAL 1993 2697 11 14 18700 TOTALS 10638 13844 8 10 133500 c,q4 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Washington St. (NS) / Fred Waring Dr. (EW) Project: Palm Desert General Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 225 273 497 1160 121 325 Northbound Through 812 1035 812 1035 0 0 Right 20 45 23 45 15 0 Left 158 312 158 312 0 0 Southbound Through 702 896 910 1029 30 15 Right 195 192 199 193 2 1 Left 117 172 271 238 132 38 Eastbound Through 353 658 812 1074 130 63 Right 108 167 495 989 358 492 Left 31 42 31 42 0 0 Westbound Through 695 503 758 1410 9 180 Right 209 161 209 285 0 77 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1267 1534 North Leg OUTBOUND 1292 1558 North Leg TOTAL 2559 3092 6 7 45200 South Leg INBOUND 1332 2240 South Leg OUTBOUND 1436 2060 South Leg TOTAL 2768 4300 6 9 46700 East Leg INBOUND 998 1737 East Leg OUTBOUND 993 1431 East Leg TOTAL 1991 3168 6 9 35200 West Leg INBOUND 1578 2301 West Leg OUTBOUND 1454 2763 West Leg TOTAL 3032 5064 6 11 47400 TOTALS 10350 15624 6 9 174500 MODEL PEAK HOUR INTERSECTION CALCULATIONS Intersection: Varner Rd. (NS) / I-10 WB Ramps (EW) Project: Palm Desert Generat Plan Update JN: 00055 Case Description: PD GP Upd. Preferred Alt Existing Count Future Volume Percent Increase -------------- -------------- ----------------- -------------- --------------Approach Movement Movement AM PM AM PM AM PM ---------- -------- ------ ------ ------ ------ -------- -------- Left 31 140 31 140 0 0 Northbound Through 155 219 759 1011 390 362 Right 0 0 0 0 0 0 Left 0 0 0 0 0 0 Southbound Through 290 234 538 821 86 251 Right 394 404 493 450 25 11 Left 362 218 362 231 0 6 Eastbound Through 0 0 0 0 0 0 Right 25 30 25 30 0 0 Left 0 0 0 0 0 0 Westbound Through 0 0 0 0 0 0 Right 0 0 0 0 0 0 Forecast Peak Hour To ADT Comparison Intersection Peak Hour Leg Volumes Percent of ADT AM PM AM PM ADT ------ ------ ------ ------ --------- North Leg INBOUND 1031 1271 North Leg OUTBOUND 1121 1242 North Leg TOTAL 2152 2513 7 8 30900 South Leg INBOUND 790 1151 South Leg OUTBOUND 563 851 South Leg TOTAL 1353 2002 6 9 22500 East Leg INBOUND 0 0 East Leg OUTBOUND 0 0 East Leg TOTAL 0 0 0 0 0 West Leg INBOUND 387 261 West Leg OUTBOUND 524 590 West Leg TOTAL 911 851 9 8 10500 TOTALS 4416 5366 7 8 63900 �,0l� APPENDIX H GENERAL PLAN BUILDOUT (POST-2020) TRAFFIC SIGNAL WARRANT ANALYSIS TRAFFIC SIGNAL WARRANTS (Based on Estimated Average Daily Traffic-See Note 2) Major St: Ramon Rd./Bob Hope Dr. Minor St: 1-10 EB Ramps Year= Preferred Volume = 65,150 Lanes= 2 Volume = 19,800 Lanes= 1 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8,000 5,600 2,400 1,680 2 + 65,150 1 19,800 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 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2 + 65,150 1 19,800 14,400 10,080 1,200 850 2 + 2 + 14,000 10,080 1,600 1,120 1 2 + 12,000 8,400 1,600 1,120 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied XX No one warrant satisfied but following warrants fulfilled 80% or more.. 100% 100% 1 2 NOTES: 1. Heavier left turn movement from the major street may be included with minor street volume if a separate signal phase is to be provided for the left-turn movement. 2. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. �kb TRAFFIC SIGNAL WARRANTS (Based on Estimated Average Daily Traffic-See Note 2) Major St: Ramon Rd./Bob Hope Dr. Minor St: 1-10 WB Ramps Year= Preferred Volume = 65,350 Lanes= 2 Volume = 22,500 Lanes= 1 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8,000 5.600 2,400 1,680 2 + 65,350 1 22,500 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 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2 + 65,350 1 22,500 14,400 10,080 1,200 850 2 + 2 + 14.000 10,080 1,600 1,12C 1 2 + 12,000 8,400 1,600 1,12E 3. Combination 2 Warrants 2 Warrants Satisfied _}t Satisfied XX No one warrant satisfied but following warrants fulfilled 80% or more.. 100% 1000"o 1 2 NOTES: 1. Heavier left turn movement from the major street may be included with minor street volume if a separate signal phase is to be provided for the left-turn movement. 2. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. W+ TRAFFIC SIGNAL WARRANTS (Based on Estimated Average Daily Traffic-See Note 2) Major St: Frank Sinatra Dr. Minor St: Eldorado Dr. Year= Preferred Volume = 16,215 Lanes= 3 Volume = 3,304 Lanes= 3 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8,000 5,600 2,400 1,680 2 + 1 9,600 6,720 2,400 1,680 2 + 16,215 2 + 3,304 9,600 6,720 3,200 2,240 ' 1 2 + 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2 + 1 14,400 10,080 1,200 850 2 + 16,215 2 + 3,304 14,000 10,080 1,600 1,120 1 2 + 12,000 8,400 1,600 1,120 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied XX No one warrant satisfied but following warrants fulfilled 80% or more.. 100 100°0 1 2 NOTES: 1. Heavier left turn movement from the major street may be included with minor street volume if a separate signal phase is to be provided for the left-turn movement. 2. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. TRAFFIC SIGNAL WARRANTS (Base;: on Estimated Average Daily Traffic-See Note 2) Major St: Hovley Ln. East Minor St: Eldorado Dr. Year= Preferred Volume = 24,950 Lanes= 2 Volume = 10,884 Lanes= 3 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8,000 5,600 2,400 1,680 2 + 1 9,600 6,720 2,400 1,680 2 + 24,950 2 + 10,884 9,600 6,720 3,200 2,240 ` 1 2 + 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1.200 850 2 + 1 14,400 10,080 1,200 850 2 + 24,950 2 + 10,884 14,000 10,080 1,600 1,120 ' 1 2 + 12,000 8,400 1,600 1,120 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied xx No one warrant satisfied but following warrants fulfilled 80% or more.. 100 100 1 2 NOTES: 1. Heavier left turn movement from the major street may be included with minor street v- ume if a separate signal phase is to be provided for the left-turn movement. 2. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. 4 TRAFFIC SIGNAL WARRANTS (Based on Estimated Average Daily Traffic-See Note 2) Major St: Frank Sinatra Dr. Minor St: Gerald Ford Dr. Year= Preferred Volume = 12,836 Lanes= 3 Volume = 16,215 Lanes= 2 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach Xx (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8,000 5,600 2,400 1,680 2 + 1 9,600 6,720 2,400 1,680 2 + 12,836 2 + 16,215 9,600 6,720 3,200 2,240 1 2 + 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach xx (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2 + 1 14.400 10,080 1,200 850 2 + 12,836 2 + 16,215 14,000 10,080 1,600 1,120 1 2 + 12,000 8,400 1,600 1,120 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied XX No one warrant satisfied but following warrants fulfilled 80% or more.. 100°-a 100°,, 1 2 NOTES: 1. Heavier left turn movement from the major street may be included with minor street volume if a separate signal phase is to be provided for the left-turn movement. 2. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. n1 TRAFFIC SIGNAL WARRANTS (Based on Estimated Average Daily Traffic-See Note 2) Major St: Hovley Ln. East Minor St: Oasis Club Dr. Year= Preferred Volume = 2'.48 7 Lanes= 2 Volume = 6,281 Lanes= 2 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major F Minor Street Urban Rural Urban Rural 1 1 8,000 5,600 2.400 1,680 2 + 1 9,600 6,720 2.400 1,680 2 + 27,487 2 + 6,281 9,600 6,720 3,200 2,240 ' 1 2 + 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for mo, ing traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12.000 8,400 1,200 850 2 + 1 14,400 10,080 1,200 850 2 + 27,487 2 + 6,281 14,000 10,080 1,600 1,120 1 2 + 12,000 8,400 1,600 1,120 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied XX No one warrant sU.isfied but following warrants fulfilled 80% or more.. 100",o 1 2 NOTE;. 1. Heavier left turn movement from the major street may be included with minor street volume if a separate signal phase is to be provided for the left-turn movement. 2. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. TRAFFIC SIGNAL WARRANTS (Based on Estimated Average Daily Traffic-See Note 2) Major St: Portola Av. Minor St: Frank Sinatra Dr. Year= Preferred Volume = 36,798 Lanes= 2 Volume = 27,522 Lanes= 3 (one-way) URBAN RURAL XX Minimum Requirements EADT 1. Minimum Vehicular Vehicles per day Vehicles per day on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 8.000 5,600 2,400 1,680 2 + 1 9,600 6,720 2,400 1,680 2 + 36,798 2 + 27,522 9,600 6,720 3,200 2,240 1 2 + 8,000 5,600 3,200 2,240 2. Interruption of Continuous Vehicles per day Vehicles per day traffic on major street on higher volume Satisfied Not Satisfied (both approaches) minor-street approach XX (one direction only) Number of lanes for moving traffic on each approach. Major Street Minor Street Urban Rural Urban Rural 1 1 12,000 8,400 1,200 850 2 + 1 14,400 10,080 1,200 850 2 + 36,798 2 + 27,522 14,000 10,080 1,600 1,120 ' 1 2 + 12,000 8,400 1,600 1,120 3. Combination 2 Warrants 2 Warrants Satisfied Not Satisfied XX No one warrant satisfied but following warrants fulfilled 80% or more.. 100°� 1001-1-0 1 2 NOTES: 1. Heavier left turn movement from the major street may be included with minor street volume if a separate signal phase is to be provided for the left-turn movement. 2. To be used only for NEW INTERSECTIONS or other locations where actual traffic volumes cannot be counted. APPENDIX I GENERAL PLAN BUILDOUT (POST-2020) PREFERRED SCENARIO INTERSECTION ANALYSIS WORKSHEETS MITIG8 - Default Scenario Thu Aug 28, 2003 13:48:11 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #23 Ramon Rd. - Bob Hope Dr. (NS) / I-10 WB Ramps (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.064 O �� Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 53.5 v'C Optimal Cycle: 120 Level Of Service: 1211 ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 10 15 0 0 15 15 0 0 0 24 0 24 Lanes: 1 0 3 0 0 0 0 3 0 1 0 0 0 0 0 2 0 0 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 560 1668 0 0 1178 585 0 0 0 705 0 696 Growth 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 Initial Bse: 560 1668 0 0 1178 585 0 0 0 705 0 696 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 560 1668 0 0 1178 0 0 0 0 705 0 696 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 560 1668 0 0 1178 0 0 0 0 705 0 696 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 560 1668 0 0 1178 0 0 0 0 705 0 696 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.92 1.00 0.85 Lanes: 1.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat. : 1805 5187 0 0 5187 1900 0 0 0 3502 0 1615 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.31 0.32 0.00 0.00 0.23 0.00 0.00 0.00 0.00 0.20 0.00 0.43 Crit Moves: **** **** **** Green/Cycle: 0.29 0.50 0.00 0.00 0.21 0.00 0.00 0.00 0.00 0.41 0.00 0.41 Volume/Cap: 1.06 0.64 0.00 0.00 1.06 0.00 0.00 0.00 0.00 0.50 0.00 1.06 Delay/Veh: 92.8 18.6 0.0 0.0 85.2 0.0 0.0 0.0 0.0 22.4 0.0 83.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 92.8 18.6 0.0 0.0 85.2 0.0 0.0 0.0 0.0 22.4 0.0 83.2 DesignQueue: 24 50 0 0 54 0 0 0 0 25 0 25 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I MITIG8 - Default Scenario Tue Sep 2, 2003 15:21:19 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #22 Ramon Rd. - Bob Hope Dr. (NS) / I-10 EB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.906 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 34.4 Optimal Cycle: ill Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 15 0 10 15 0 24 0 24 0 0 0 Lanes: 0 0 3 0 1 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 1655 0 488 1396 0 573 0 633 0 0 0 Growth 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 Initial Bse: 0 1655 0 488 1396 0 573 0 633 0 0 0 User 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 PHF 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 PHF Volume: 0 1655 0 488 1396 0 573 0 633 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1655 0 488 1396 0 573 0 633 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1655 0 488 1396 0 573 0 633 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 0.95 0.91 1.00 0.90 1.00 0.90 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 1.48 0.00 1.52 0.00 0.00 0.00 Final Sat. : 0 5187 1900 1805 5187 0 2522 0 2607 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.32 0.00 0.27 0.27 0.00 0.23 0.00 0.24 0.00 0.00 0.00 Crit Moves: **** **** ***+ Green/Cycle: 0.00 0.35 0.00 0.30 0.65 0.00 0.27 0.00 0.27 0.00 0.00 0.00 Volume/Cap: 0.00 0.91 0.00 0.91 0.41 0.00 0.85 0.00 0.91 0.00 0.00 0.00 Delay/Veh: 0.0 40.9 0.0 56.1 9.3 0.0 43.1 0.0 48.1 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 40.9 0.0 56.1 9.3 0.0 43.1 0.0 48.1 0.0 0.0 0.0 DesignQueue: 0 71 0 22 32 0 27 0 30 0 0 0 ++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I MITIG8 - Default Scenario Tue Aug 26, 2003 15:34:03 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection 434 Park View Dr. - Painters Path (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.574 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 26.5 Optimal Cycle: 61 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 18 18 10 18 18 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 24 3 1 4 6 114 133 1764 14 14 1647 15 Growth 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 Initial Bse: 24 3 1 4 6 114 133 1764 14 14 1847 15 User 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 PHF 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 PHF Volume: 24 3 1 4 6 114 133 1764 14 14 1847 15 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 24 3 1 4 6 114 133 1764 14 14 1847 15 PCE 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 MLF 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 Final Vol. : 24 3 1 4 6 114 133 1764 14 14 1847 15 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 0.85 0.85 0.96 0.96 0.85 0.95 0.91 0.91 0.95 0.91 0.85 Lanes: 0.89 0.11 1.00 0.40 0.60 1.00 1.00 2.98 0.02 1.00 3.00 1.00 Final Sat. : 1439 180 1615 727 1090 1615 1805 5141 41 1805 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.00 0.01 0.01 0.07 0.07 0.34 0.34 0.01 0.36 0.01 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.14 0.39 0.39 0.14 0.39 0.39 Volume/Cap: 0.05 0.05 0.00 0.02 0.02 0.21 0.52 0.89 0.89 0.05 0.92 0.02 Delay/Veh: 15.4 15.4 15.1 15.2 15.2 16.4 29.6 25.5 25.5 26.0 26.3 13.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.4 15.4 15.1 15.2 15.2 16.4 29.6 25.5 25.5 26.0 28.3 13.3 DesignQueue: 1 0 0 0 0 3 5 46 0 0 48 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 15 MITIG8 - Default Scenario Tue Aug 26, 2003 16:12:35 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #46 SR-111 (NS) / Fred Waring Dr. (EW) Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.887 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 48.6 Optimal Cycle: 109 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 7 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 2 1 0 ------------ I --------------- --------------- ----------•----- --------------- � Volume Module: Base Vol: 32 1267 30 581 1152 20 21 17 15 40 50 558 Growth 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 Initial Bse: 32 1267 30 581 1152 20 21 17 15 40 50 558 User 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 PHF 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 PHF Volume: 32 1267 30 581 1152 20 21 17 15 40 50 558 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 1267 30 581 1152 20 21 17 15 40 50 558 PCE 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 MLF 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 Final Vol. : 32 1267 30 581 1152 20 21 17 15 40 50 558 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.85 0.85 0.92 0.78 0.78 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3216 1608 3502 2981 1490 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.01 0.24 0.02 0.17 0.22 0.01 0.01 0.01 0.01 0.01 0.02 0.37 Crit Moves **** **** **** **** Green/Cycle: 0.09 0.26 0.26 0.17 0.34 0.34 0.06 0.32 0.32 0.13 0.39 0.39 Volume/Cap: 0.10 0.95 0.07 0.95 0.65 0.04 0.09 0.02 0.03 0.08 0.04 0.95 Delay/Veh: 46.0 54.2 31.0 69.1 31.5 24.2 48.7 25.3 25.4 41.7 20.5 55.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 54.2 31.0 69.1 31.5 24.2 48.7 25.3 25.4 41.7 20.5 55.7 DesignQueue: 2 61 1 31 49 1 1 1 1 2 2 22 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I tf MITIG8 - Default Scenario Tue Aug 26, 2003 13:15:57 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #13 Desert Crossing (NS) / SR-111 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.376 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.3 Optimal Cycle: 85 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 1 1 0 0 1 0 0 1! 0 0 1 0 3 0 1 2 0 2 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 150 17 135 16 33 10 9 1152 256 271 1267 25 Growth 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 Initial Bse: 150 17 135 16 33 10 9 1152 256 271 1267 25 User 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 PHF 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 PHF Volume: 150 17 135 16 33 10 9 1152 256 271 1267 25 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 17 135 16 33 10 9 1152 256 271 1267 25 PCE 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 MLF 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 Final Vol. : 150 17 135 16 33 10 9 1152 256 271 1267 25 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.85 0.96 0.96 0.96 0.95 0.91 0.85 0.92 0.91 0.91 Lanes: 1.80 0.20 1.00 0.27 0.56 0.17 1.00 3.00 1.00 2.00 2.94 0.06 Final Sat. : 3266 370 1615 497 1025 311 1805 5187 1615 3502 5071 100 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.08 0.03 0.03 0.03 0.00 0.22 0.16 0.08 0.25 0.25 Crit Moves **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.10 0.33 0.33 0.10 0.33 0.33 Volume/Cap: 0.20 0.20 0.37 0.14 0.14 0.14 0.05 0.67 0.48 0.81 0.75 0.75 Delay/Veh: 32.9 32.9 34.7 32.4 32.4 32.4 43.3 31.0 28.4 60.6 33.0 33.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.9 32.9 34.7 32.4 32.4 32.4 43.3 31.0 28.4 60.6 33.0 33.0 DesignQueue: 7 1 6 1 1 0 0 47 10 15 52 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE II MITIG8 - Default Scenario Tue Aug 26, 2003 19:45:55 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #18 E1 Paseo - Town Center Wy. (NS) / SR-111 (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.434 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.5 Optimal Cycle: 91 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 21 21 10 15 15 Lanes: 1 1 1 0 1 1 1 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 350 74 27 86 72 42 64 955 210 36 1048 67 Growth 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 Initial Bse: 350 74 27 86 72 42 64 955 210 36 1048 67 User 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 PHF 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 PHF Volume: 350 74 27 86 72 42 64 955 210 36 1048 67 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 350 74 27 86 72 42 64 955 210 36 1048 67 PCE 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 MLF 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 Final Vol. : 350 74 27 86 72 42 64 955 210 36 1048 67 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.91 0.91 0.85 0.93 0.93 0.85 0.95 0.89 0.89 0.95 0.90 0.90 Lanes: 2.00 1.00 1.00 1.63 1.37 1.00 1.00 2.46 0.54 1.00 2.82 0.18 Final Sat. : 3466 1733 1615 2871 2403 1615 1805 4137 910 1805 4831 309 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.10 0.04 0.02 0.03 0.03 0.03 0.04 0.23 0.23 0.02 0.22 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.24 0.24 0.24 0.24 0.24 0.24 0.10 0.30 0.30 0.10 0.30 0.30 Volume/Cap: 0.42 0.18 0.07 0.12 0.12 0.11 0.35 0.77 0.77 0.20 0.72 0.72 Delay/Veh: 32.4 30.2 29.4 29.8 29.8 29.8 43.2 34.3 34.3 41.9 33.0 33.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.4 30.2 29.4 29.8 29.8 29.8 43.2 34.3 34.3 41.9 33.0 33.0 DesignQueue: 15 3 1 4 3 2 3 39 9 2 43 3 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRS .^IE I MITIG8 - Default Scenario Tue Aug 26, 2003 15:35:52 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #35 Plaza Wy. (NS) / SR-111 (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.404 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 19.8 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 1 0 1 0 1 1 0 0 1 1 2 0 2 1 0 1 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 60 19 50 105 8 97 132 857 39 173 1020 150 Growth 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 Initial Bse: 60 19 50 105 8 97 132 857 39 173 1020 150 User 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 PHF 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 PHF Volume: 60 19 50 105 8 97 132 857 39 173 1020 150 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 60 19 50 105 8 97 132 857 39 173 1020 150 PCE 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 MLF 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 Final Vol. : 60 19 50 105 8 97 132 857 39 173 1020 150 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 1.00 0.85 0.75 0.86 0.86 0.92 0.90 0.90 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 0.15 1.85 2.00 2.87 0.13 1.00 3.00 1.00 Final Sat. : 1448 1900 1615 1431 249 3023 3502 4926 224 1805 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.01 0.03 0.07 0.03 0.03 0.04 0.17 0.17 0.10 0.20 0.09 Crit Moves: **** **** **** Green/Cycle: 0.40 0.40 0.40 0.40 0.40 0.40 0.18 0.28 0.28 0.17 0.27 0.27 Volume/Cap: 0.10 0.03 0.08 0.18 0.08 0.08 0.21 0.61 0.61 0.58 0.73 0.34 Delay/Veh: 11.3 10.9 11.2 11.8 11.2 11.2 21.1 19.4 19.4 25.8 21.9 18.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.3 10.9 11.2 11.8 11.2 11.2 21.1 19.4 19.4 25.8 21.9 18.1 DesignQueue: 1 0 1 2 0 2 4 21 1 5 26 4 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 101 MITIG8 - Default Scenario Tue Aug 26, 2003 19:59:27 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #29 Monterey Av. (NS) / I-10 EB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.553 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 24.4 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 0 15 15 10 15 0 24 24 24 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 0 2 0 0 0 1 0 0 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 1752 566 420 1377 0 41 0 706 0 0 0 Growth 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 Initial Bse: 0 1752 566 420 1377 0 41 0 706 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1752 566 420 1377 0 41 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1752 566 420 1377 0 41 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 0 1752 566 420 1377 0 41 0 0 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.95 1.00 0.92 1.00 1.00 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 3610 0 3502 0 1900 0 0 0 ------------ I--------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.34 0.35 0.12 0.38 0.00 0.01 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.39 0.39 0.14 0.53 0.00 0.34 0.00 0.00 O.Ot 0.00 0.00 Volume/Cap: 0.00 0.86 0.91 0.84 0.72 0.00 0.03 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 24.6 37.6 41.2 14.0 0.0 15.3 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 24.6 37.6 41.2 14.0 0.0 15.3 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 46 15 14 28 0 1 0 0 0 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 110 MITIG8 - Default Scenario Thu Aug 28, 2003 19:34:07 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #25 Monterey Av. (NS) / Dinah Shore Dr. (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.762 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 35.0 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Ignore Min. Green: 10 24 24 10 24 24 10 24 24 7 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 280 1411 22 444 1081 714 459 537 240 15 471 448 Growth 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 Initial Bse: 280 1411 22 444 1081 714 459 537 240 15 471 448 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 280 1411 22 444 1081 0 459 537 240 15 471 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 280 1411 22 444 1081 0 459 537 240 15 471 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 280 1411 22 444 1081 0 459 537 240 15 471 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 0.95 0.95 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 3502 3610 1615 1805 3610 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.27 0.01 0.13 0.21 0.00 0.13 0.15 0.15 0.01 0.13 0.00 Crit Moves **** **** **** **** Green/Cycle: 0.13 0.31 0.31 0.14 0.32 0.00 0.15 0.32 0.32 0.09 0.27 0.00 Volume/Cap: 0.60 0.88 0.04 0.88 0.65 0.00 0.88 0.46 0.46 0.09 0.49 0.00 Delay/Veh: 39.0 35.8 21.9 54.5 27.3 0.0 53.8 24.6 25.0 37.5 28.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.0 35.8 21.9 54.5 27.3 0.0 53.8 24.6 25.0 37.5 28.2 0.0 DesignQueue: 12 52 1 20 39 0 20 19 8 1 18 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I 1' MITIG8 - Default Scenario Tue Aug 26, 2003 15:13:27 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #28 Monterey Av. (NS) / Gerald Ford Dr. (EW) ******************************************************************************** Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.800 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.5 Optimal Cycle: 80 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 95 1088 123 225 830 198 260 8S1 82 113 749 536 Growth 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 Initial Bse: 95 1088 123 225 830 198 260 8S1 82 113 749 536 User 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 PHF 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 PHF Volume: 95 1088 123 225 830 198 260 851 82 113 749 536 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 1088 123 225 830 198 260 851 82 113 749 536 PCE 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 MLF 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 Final Vol. : 95 1088 123 225 830 198 260 851 82 113 749 536 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5167 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.03 0.21 0.08 0.06 0.16 0.12 0.07 0.16 0.05 0.03 0.14 0.33 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.22 0.70 0.25 0.51 0.53 0.41 0.59 0.55 0.17 0.26 0.48 1.11 Delay/Veh: 31.7 26.2 21.5 33.8 23.7 22.9 35.3 23.9 20.8 32.0 23.1 101.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.7 26.2 21.5 33.8 23.7 22.9 35.3 23.9 20.8 32.0 23.1 101.1 DesignQueue: 4 36 4 9 27 6 10 28 3 4 24 18 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I ,v MITIG8 - Default Scenario Tue Aug 26, 2003 14:59:42 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #26 Monterey Av. (NS) / Frank Sinatra Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.456 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 24.5 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Ignore Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 138 938 143 102 826 141 147 771 69 101 591 125 Growth 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 Initial Bse: 138 938 143 102 826 141 147 771 69 101 591 125 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 138 938 143 102 826 141 147 771 0 101 591 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 938 143 102 826 141 147 771 0 101 591 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Final Vol. : 138 938 143 102 826 141 147 771 0 101 591 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1900 3502 5187 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.18 0.09 0.03 0.16 0.09 0.04 0.15 0.00 0.03 0.11 0.00 Crit Moves **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.00 0.13 0.30 0.00 Volume/Cap: 0.32 0.60 0.30 0.23 0.53 0.29 0.34 0.50 0.00 0.23 0.38 0.00 Delay/Veh: 32.3 24.6 21.8 31.8 23.7 21.8 32.4 23.3 0.0 31.8 22.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.3 24.6 21.8 31.8 23.7 21.8 32.4 23.3 0.0 31.8 22.3 0.0 DesignQueue: 5 31 5 4 27 4 6 25 0 4 19 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE i3 MITIG8 - Default Scenario Tue Aug 26, 2003 19:53:51 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection ;;24 Monterey Av. (NS) / Country Club Dr. (NS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.674 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29.9 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ignore Ignore Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 412 901 120 250 1226 102 137 512 407 307 933 120 Growth 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 Initial Bse: 412 901 120 250 1226 102 137 512 407 307 933 120 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 412 901 120 250 1226 102 137 512 0 307 933 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 412 901 120 250 1226 102 137 512 0 307 933 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Final Vol. : 412 901 120 250 1226 102 137 512 0 307 933 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1900 3502 5187 1900 ------------I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.12 0.17 0.07 0.07 0.24 0.06 0.04 0.10 0.00 0.09 0.18 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.00 0.13 0.30 0.00 Volume/Cap: 0.94 0.58 0.25 0.57 0.79 0.21 0.31 0.33 0.00 0.70 0.60 0.00 Delay/Veh: 63.4 24.3 21.4 34.8 28.4 21.1 32.3 21.9 0.0 38.6 24.6 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.4 24.3 21.4 34.8 28.4 21.1 32.3 21.9 0.0 38.6 24.6 0.0 DesignQueue: 16 29 4 10 40 3 5 16 0 12 30 0 +*++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I I+ MITIG8 - Default Scenario Tue Aug 26, 2003 15:25:54 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #31 Monterey Av. (NS) / Park View Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.545 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 21.5 Optimal Cycle: 61 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11--------------- � Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 24 24 24 24 24 24 Lanes: 1 0 2 1 0 2 0 2 1 0 2 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 89 1048 69 452 951 112 110 131 81 22 21 45 Growth 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 Initial Bse: 89 1048 69 452 951 112 110 131 81 22 21 45 User 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 PHF 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 PHF Volume: 89 1048 69 452 951 112 110 131 81 22 21 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 1048 69 452 951 112 110 131 81 22 21 45 PCE 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 MLF 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 Final Vol. : 89 1048 69 452 951 112 110 131 81 22 21 45 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.92 0.90 0.90 0.53 0.94 0.94 0.57 0.90 0.90 Lanes: 1.00 2.81 0.19 2.00 2.68 0.32 2.00 0.62 0.38 1.00 0.32 0.68 Final Sat. : 1805 4823 318 3502 4566 538 1998 1107 685 1079 543 1163 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.22 0.22 0.13 0.21 0.21 0.06 0.12 0.12 0.02 0.04 0.04 Crit Moves: **** **** **** Green/Cycle: 0.16 0.30 0.30 0.16 0.30 0.30 0.39 0.39 0.39 0.39 0.39 0.39 Volume/Cap: 0.30 0.74 0.74 0.79 0.71 0.71 0.14 0.30 0.30 0.05 0.10 0.10 Delay/Veh: 23.0 21.3 21.3 31.6 20.7 20.7 12.0 13.0 13.0 11.5 11.7 11.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23.0 21.3 21.3 31.6 20.7 20.7 12.0 13.0 13.0 11.5 11.7 11.7 DesignQueue: 3 26 2 13 24 3 2 3 2 0 0 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 (5 MITIG8 - Default Scenario Tue Aug 26, 2003 15:12:36 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #27 Monterey Av. (NS) / Fred Waring Dr. (NS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.615 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.2 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 174 678 321 331 558 105 82 528 201 253 573 333 Growth 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 Initial Bse: 174 678 321 331 558 105 82 528 201 253 573 333 User 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 PHF 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 PHF Volume: 174 678 321 331 558 105 82 528 201 253 573 333 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 174 678 321 331 558 105 82 528 201 253 573 333 PCE 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 MLF 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 Final Vol. : 174 678 321 331 558 105 82 528 201 253 573 333 ------------I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.65 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.13 0.20 0.09 0.11 0.07 0.02 0.10 0.12 0.07 0.11 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.40 0.44 0.66 0.76 0.36 0.22 0.19 0.34 0.41 0.58 0.37 0.69 Delay/Veh: 32.8 22.7 27.9 41.2 22.1 21.2 31.6 22.0 23.0 34.9 22.2 28.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.8 22.7 27.9 41.2 22.1 21.2 31.6 22.0 23.0 34.9 22.2 28.8 DesignQueue: 7 22 10 13 18 3 3 17 6 10 18 11 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I ILP MITIG8 - Default Scenario Tue Aug 26, 2003 15:26:49 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #32 Monterey Av. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.585 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.1 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 284 623 344 285 384 108 105 790 195 417 927 154 Growth 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 Initial Bse: 284 623 344 285 384 108 105 790 195 417 927 154 User 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 PHF 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 PHF Volume: 284 623 344 285 384 108 105 790 195 417 927 154 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 284 623 344 285 384 108 105 790 195 417 927 154 PCE 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 MLF 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 Final Vol. : 284 623 344 285 384 108 105 790 195 417 927 154 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.16 0.17 0.21 0.08 0.07 0.07 0.03 0.15 0.12 0.12 0.18 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.32 0.32 0.13 0.28 0.28 0.12 0.28 0.28 0.13 0.29 0.29 Volume/Cap: 0.94 0.54 0.67 0.62 0.26 0.24 0.25 0.54 0.43 0.94 0.62 0.33 Delay/Veh: 71.0 24.5 28.6 37.3 23.7 23.7 34.2 26.2 25.5 64.9 27.0 24.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 71.0 24.5 28.6 37.3 23.7 23.7 34.2 26.2 25.5 64.9 27.0 24.2 DesignQueue: 12 21 12 12 13 4 4 28 7 18 33 5 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 1-1 MITIG8 - Default Scenario Tue Aug 26, 2003 20:01:31 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) cm Intersection #30 I-10 WB Ramp (Ns) /, Montere Av. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.687 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 25.4 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 24 0 24 0 0 0 0 15 15 0 15 15 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 0 2 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 770 0 0 0 0 0 0 545 0 0 716 0 Growth 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 Initial Bse: 770 0 0 0 0 0 0 545 0 0 716 0 User 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 PHF 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 PHF Volume: 770 0 0 0 0 0 0 545 0 0 716 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 770 0 0 0 0 0 0 545 0 0 716 0 PCE 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 MLF 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 Final Vol. : 770 0 0 0 0 0 0 545 0 0 716 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat. : 1805 0 1900 0 0 0 0 3610 0 0 3610 0 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.43 0.00 0.00 0.00 0.00 0.00 0.00 0.15 0.00 0.00 0.20 0.00 Crit Moves: **** **** Green/Cycle: 0.62 0.00 0.00 0.00 0.00 0.00 0.00 0.29 0.00 0.00 0.29 0.00 Volume/Cap: 0.69 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.00 0.00 0.69 0.00 Delay/Veh: 14.3 0.0 0.0 0.0 0.0 0.0 0.0 30.3 0.0 0.0 33.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.3 0.0 0.0 0.0 0.0 0.0 0.0 30.3 0.0 0.0 33.5 0.0 DesignQueue: 18 0 0 0 0 0 0 22 0 0 30 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I Ig MITIG8 - Default Scenario Tue Aug 26, 2003 11:43:29 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #1 College of the Desert (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.352 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 27.2 Optimal Cycle: 60 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 0 0 1! 0 0 0 1 0 0 1 1 0 2 1 0 1 0 2 1 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 31 1 1 35 1 14 29 1122 30 1 1116 202 Growth 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 Initial Bse: 31 1 1 35 1 14 29 1122 30 1 1116 202 User 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 PHF 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 PHF Volume: 31 1 1 35 1 14 29 1122 30 1 1116 202 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 1 1 35 1 14 29 1122 30 1 1116 202 PCE 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 MLF 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 Final Vol. : 31 1 1 35 1 14 29 1122 30 1 1116 202 ------------I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.82 0.82 0.82 0.82 0.82 0.85 0.95 0.91 0.91 0.95 0.89 0.89 Lanes: 0.94 0.03 0.03 0.97 0.03 1.00 1.00 2.92 0.08 1.00 2.54 0.46 Final Sat. : 1468 47 47 1511 43 1615 1805 5032 135 1805 4291 777 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.02 0.02 0.02 0.01 0.02 0.22 0.22 0.00 0.26 0.26 Crit Moves: **** **** **+* Green/Cycle: 0.40 0.40 0.40 0.40 0.40 0.40 0.17 0.27 0.27 0.18 0.28 0.28 Volume/Cap: 0.05 0.05 0.05 0.06 0.06 0.02 0.10 0.83 0.83 0.00 0.92 0.92 Delay/Veh: 11.1 11.1 11.1 11.1 11.1 10.9 21.3 24.8 24.8 20.2 30.5 30.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.1 11.1 11.1 11.1 11.1 10.9 21.3 24.8 24.8 20.2 30.5 30.5 DesignQueue: 1 0 0 1 0 0 1 29 1 0 28 5 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 111 MITI08 - Default Scenario Tue Aug 26, 2003 16:10:29 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #44 San Pablo Av. (NS) / Fred Warin4 Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.379 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.5 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------11 --------------- 11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 18 18 10 18 18 Lanes: 2 0 1 1 0 2 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 171 96 ill 65 65 24 33 981 142 151 976 177 Growth 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 Initial Bse: 171 96 ill 65 65 24 33 981 142 151 976 177 User 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 PHF 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 PHF Volume: 171 96 ill 65 65 24 33 981 142 151 976 177 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 96 ill 65 65 24 33 981 142 151 976 177 PCE 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 MLF 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 Final Vol. : 171 96 ill 65 65 24 33 981 142 151 976 177 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.87 0.87 0.92 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 1.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 1661 1661 3502 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.06 0.07 0.02 0.02 0.01 0.01 0.19 0.09 0.04 0.19 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.32 0.32 0.14 0.32 0.32 0.14 0.24 0.24 0.14 0.24 0.24 Volume/Cap: 0.36 0.18 0.21 0.14 0.06 0.05 0.07 0.78 0.36 0.32 0.77 0.45 Delay/Veh: 29.6 18.0 18.2 28.3 17.2 17.2 28.0 29.3 23.8 29.3 29.1 24.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.6 18.0 18.2 28.3 17.2 17.2 28.0 29.3 23.8 29.3 29.1 24.6 DesignQueue: 6 3 3 2 2 1 1 32 5 5 32 6 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 12fi MITIG8 - Default Scenario Tue Aug 26, 2003 17:00:47 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #45 San Pablo Av. (NS) / SR-111 (EW) Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.480 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30.1 Optimal Cycle: 72 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------I--------------- --------------- --------------- ---------------► Volume Module: Base Vol: 74 62 54 121 120 108 63 1208 70 47 1478 138 Growth 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 Initial Bse: 74 62 54 121 120 108 63 1208 70 47 1478 138 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 74 62 54 121 120 0 63 1208 70 47 1478 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 62 54 121 120 0 63 1208 70 47 1478 138 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 74 62 54 121 120 0 63 1208 70 47 1478 138 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 1.00 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1900 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.02 0.03 0.07 0.03 0.00 0.02 0.23 0.04 0.01 0.28 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.27 0.27 0.13 0.27 0.00 0.13 0.29 0.29 0.15 0.31 0.31 Volume/Cap: 0.31 0.06 0.13 0.50 0.12 0.00 0.13 0.79 0.15 0.09 0.93 0.28 Delay/Veh: 30.1 20.5 21.0 31.9 20.9 0.0 28.8 27.4 19.7 27.8 35.2 20.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.1 20.5 21.0 31.9 20.9 0.0 28.8 27.4 19.7 27.8 35.2 20.0 DesignQueue: 3 2 2 4 4 0 2 38 2 2 46 4 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I V MITIG8 - Default Scenario Tue Aug 26, 2003 16:05:49 Page 1-1 -------- ----------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 --------- --------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #43 San Luis Rey Av. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.632 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 30.0 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 74 37 81 56 38 36 51 1280 60 92 1649 38 Growth 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 Initial Bse: 74 37 81 56 38 36 51 1280 60 92 1649 38 User 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 PHF 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 PHF Volume: 74 37 81 56 38 36 51 1280 60 92 1649 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 37 81 56 38 36 51 1280 60 92 1649 38 PCE 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 MLF 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 Final Vol. : 74 37 81 56 38 36 51 1280 60 92 1649 38 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 0.77 0.85 0.80 0.80 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 0.67 0.33 1.00 0.60 0.40 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 979 490 1615 907 615 1615 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.05 0.06 0.06 0.02 0.03 0.35 0.04 0.05 0.46 0.02 Crit Moves: **** **** **** Green/Cycle: 0.30 0.30 0.30 0.30 0.30 0.30 0.13 0.46 0.46 0.13 0.46 0.46 Volume/Cap: 0.25 0.25 0.17 0.21 0.21 0.07 0.23 0.77 0.08 0.41 0.99 0.05 Delay/Veh: 21.5 21.5 20.8 21.1 21.1 20.1 32.0 20.1 12.0 33.5 40.3 11.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.5 21.5 20.8 21.1 21.1 20.1 32.0 20.1 12.0 33.5 40.3 11.9 DesignQueue: 2 1 3 2 1 1 2 34 1 4 44 1 ++++++++++++*+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE /' MITIG8 - Default Scenario Tue Aug 26, 2003 16:50:55 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #53 Portola Av. (NS) / I-10 EB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.511 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 18.8 Optimal Cycle: 58 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 24 0 24 0 0 0 Lanes: 0 0 3 0 1 1 0 3 0 0 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 615 429 78 886 0 282 0 324 0 0 0 Growth 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 Initial Bse: 0 615 429 78 886 0 282 0 324 0 0 0 User 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 PHF 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 PHF Volume: 0 615 429 78 886 0 282 0 324 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 615 429 78 886 0 282 0 324 0 0 0 PCE 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 MLF 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 Final Vol. : 0 615 429 78 886 0 282 0 324 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.95 0.91 1.00 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 0 5187 1615 1805 5187 0 1805 0 1615 0 0 0 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.12 0.27 0.04 0.17 0.00 0.16 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.46 0.46 0.10 0.56 0.00 0.35 0.00 0.35 0.00 0.00 0.00 Volume/Cap: 0.00 0.26 0.58 0.43 0.30 0.00 0.45 0.00 0.58 0.00 0.00 0.00 Delay/Veh: 0.0 16.5 20.9 44.0 11.7 0.0 25.7 0.0 28.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 16.5 20.9 44.0 11.7 0.0 25.7 0.0 28.0 0.0 0.0 0.0 DesignQueue: 0 19 14 4 23 0 11 0 12 0 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I MITIG8 - Default Scenario Tue Aug 26, 2003 15:42:18 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 - -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #39 Portola Av. (NS) / Gerald Ford Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.530 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.3 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Ignore Min. Green: 10 24 24 10 24 24 10 21 21 10 24 24 Lanes: 2 0 2 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 284 536 38 199 602 290 315 742 257 19 804 285 Growth 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 Initial Bse: 284 536 38 199 602 290 315 742 257 19 804 285 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 284 536 38 199 602 0 315 742 257 19 804 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 284 536 38 199 602 0 315 742 257 19 804 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 284 536 38 199 602 0 315 742 257 19 804 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.91 1.00 0.92 0.91 0.85 0.92 0.91 1.00 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 3610 1615 3502 5187 1900 3502 5187 1615 3502 5187 1900 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.15 0.02 0.06 0.12 0.00 0.09 0.14 0.16 0.01 0.16 0.00 Crit Moves **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.00 0.13 0.29 0.29 0.14 0.30 0.00 Volume/Cap: 0.65 0.49 0.08 0.45 0.39 0.00 0.72 0.50 0.55 0.04 0.52 0.00 Delay/Veh: 36.7 23.4 20.1 33.2 22.3 0.0 39.4 23.9 25.6 30.0 23.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.7 23.4 20.1 33.2 22.3 0.0 39.4 23.9 25.6 30.0 23.5 0.0 DesignQueue: 11 17 1 8 19 0 13 24 8 1 26 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 12-+ MITIG8 - Default Scenario Tue Aug 26, 2003 20:04:36 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #37 Portola Av. (NS) / Frank Sinatra Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.532 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 25.9 Optimal Cycle: 77 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------►--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 184 805 82 47 689 82 90 736 208 61 501 13 Growth 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 Initial Bse: 184 805 82 47 689 82 90 736 208 61 501 13 User 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 PHF 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 PHF Volume: 184 805 82 47 689 82 90 736 208 61 501 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 184 805 82 47 689 82 90 736 208 61 501 13 { PCE 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 MLF 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 Final Vol. : 184 805 82 47 689 82 90 736 208 61 501 13 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.10 0.22 0.05 0.03 0.19 0.05 0.03 0.14 0.13 0.02 0.10 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.33 0.33 0.14 0.30 0.30 0.13 0.26 0.26 0.13 0.26 0.26 Volume/Cap: 0.63 0.68 0.16 0.19 0.63 0.17 0.21 0.54 0.49 0.14 0.37 0.03 Delay/Veh: 35.9 25.0 19.3 31.0 25.3 20.7 31.7 25.8 25.9 31.3 24.3 22.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.9 25.0 19.3 31.0 25.3 20.7 31.7 25.8 25.9 31.3 24.3 22.0 DesignQueue: 7 26 2 2 22 3 4 25 7 2 17 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I L< MITIG8 - Default Scenario Tue Aug 26, 2003 15:36:38 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) +++++**+++++++++++++++++++++++++*++*++*+++++++++++++++++++++++++++++++++++++++++ Intersection 436 Portola Av. (NS) / Country Club Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.606 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29.9 Optimal Cycle: 77 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 168 581 187 287 479 22 27 636 225 195 615 225 Growth 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 Initial Bse: 168 581 187 287 479 22 27 636 225 195 615 225 User 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 PHF 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 PHF Volume: 168 581 187 287 479 22 27 636 225 195 615 225 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 168 581 187 287 479 22 27 636 225 195 615 225 PCE 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 MLF 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 Final Vol. : 168 581 187 287 479 22 27 636 225 195 615 225 ------------I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.16 0.12 0.16 0.13 0.01 0.01 0.12 0.14 0.06 0.12 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.30 0.30 0.16 0.33 0.33 0.13 0.26 0.26 0.13 0.26 0.26 Volume/Cap: 0.68 0.54 0.39 0.98 0.41 0.04 0.06 0.47 0.53 0.45 0.45 0.53 Delay/Veh: 40.7 23.9 22.7 79.8 21.2 18.4 30.9 25.1 26.6 33.2 24.9 26.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 23.9 22.7 79.8 21.2 18.4 30.9 25.1 26.6 33.2 24.9 26.6 DesignQueue: 7 19 6 11 15 1 1 21 8 8 21 8 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I IV MITIG8 - Default Scenario Tue Aug 26, 2003 15:44:36 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #40 Portola Av. (NS) / Hovley Ln. East (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.618 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 20.2 Optimal Cycle: 66 Level Of Service: C +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++*++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 18 18 18 18 0 0 0 0 21 0 21 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 702 213 410 772 0 0 0 0 393 0 357 Growth 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 Initial Bse: 0 702 213 410 772 0 0 0 0 393 0 357 User 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 PHF 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 PHF Volume: 0 702 213 410 772 0 0 0 0 393 0 357 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 702 213 410 772 0 0 0 0 393 0 357 PCE 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 1, MLF 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 Final Vol. : 0 702 213 410 772 0 0 0 0 393 0 357 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 1.00 1.00 1.00 0.92 1.00 0.85 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat. : 0 3610 1615 1805 3610 0 0 0 0 3502 0 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.13 0.23 0.21 0.00 0.00 0.00 0.00 0.11 0.00 0.22 Crit Moves: **** **** **** Green/Cycle: 0.00 0.27 0.27 0.27 0.55 0.00 0.00 0.00 0.00 0.32 0.00 0.32 Volume/Cap: 0.00 0.71 0.48 0.83 0.39 0.00 0.00 0.00 0.00 0.35 0.00 0.69 Delay/Veh: 0.0 24.2 20.9 34.2 8.8 0.0 0.0 0.0 0.0 17.5 0.0 23.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 24.2 20.9 34.2 8.8 0.0 0.0 0.0 0.0 17.5 0.0 23.8 DesignQueue: 0 20 6 12 14 0 0 0 0 10 0 9 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I I'1 MITIG8 - Default Scenario Tue Aug 26, 2003 15:45:21 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #41 Portola Av. (NS) / Magnesia Falls Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.456 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.6 Optimal Cycle: 71 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 10 21 21 10 21 21 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 26 639 30 55 691 154 83 16 22 34 12 121 Growth 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 Initial Bse: 26 639 30 55 691 154 83 16 22 34 12 121 User 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 PHF 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 PHF Volume: 26 639 30 55 691 154 83 16 22 34 12 121 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 26 639 30 55 691 154 83 16 22 34 12 121 PCE 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 MLF 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 Final Vol. : 26 639 30 55 691 154 83 16 22 34 12 121 ------------I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.92 0.92 0.95 0.87 0.87 0.95 0.82 0.82 Lanes: 1.00 1.91 0.09 1.00 1.64 0.36 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 1805 3424 161 1805 2872 640 1805 1648 1648 1805 1558 1558 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.01 0.19 0.19 0.03 0.24 0.24 0.05 0.01 0.01 0.02 0.01 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.25 0.25 0.14 0.25 0.25 0.14 0.30 0.30 0.14 0.30 0.30 Volume/Cap: 0.10 0.74 0.74 0.22 0.95 0.95 0.33 0.03 0.05 0.13 0.03 0.26 Delay/Veh: 26.8 27.5 27.5 27.5 45.0 45.0 28.2 17.8 17.9 26.9 17.7 19.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.8 27.5 27.5 27.5 45.0 45.0 28.2 17.8 17.9 26.9 17.7 19.4 DesignQueue: 1 20 1 2 22 5 3 0 1 1 0 3 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I l' MITIG8 - Default Scenario Tue Aug 26, 2003 15:41:33 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #38 Portola Av. (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.502 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 25.5 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 2 1 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 116 508 105 75 454 290 101 957 86 173 976 55 Growth 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 Initial Bse: 116 508 105 75 454 290 101 957 86 173 976 55 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 116 508 0 75 454 0 101 957 86 173 976 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 508 0 75 454 0 101 957 86 173 976 55 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 116 508 0 75 454 0 101 957 86 173 976 55 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 0.95 0.95 1.00 0.92 0.91 0.85 0.92 0.90 0.90 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1900 1805 3610 1900 3502 5187 1615 3502 5146 1715 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.14 0.00 0.04 0.13 0.00 0.03 0.18 0.05 0.05 0.19 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.31 0.00 0.13 0.31 0.00 0.13 0.27 0.27 0.13 0.27 0.27 Volume/Cap: 0.49 0.45 0.00 0.32 0.40 0.00 0.22 0.68 0.20 0.38 0.70 0.12 Delay/Veh: 32.8 21.5 0.0 31.2 21.1 0.0 30.3 26.3 21.7 31.2 26.6 21.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.8 21.5 0.0 31.2 21.1 0.0 30.3 26.3 21.7 31.2 26.6 21.0 DesignQueue: 4 16 0 3 14 0 4 31 3 7 32 2 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I Eq MITIG8 - Default Scenario Tue Aug 26, 2003 15:49:56 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #42 Portola Av. (NS) / SR-111 (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.669 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.8 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 212 402 136 160 616 187 210 1063 165 297 1420 161 Growth 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 Initial Bse: 212 402 136 160 616 187 210 1063 165 297 1420 161 User 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 PHF 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 PHF Volume: 212 402 136 160 616 187 210 1063 165 297 1420 161 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 212 402 136 160 616 187 210 1063 165 297 1420 161 PCE 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 MLF 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 Final Vol. : 212 402 136 160 616 187 210 1063 165 297 1420 161 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.11 0.08 0.05 0.17 0.12 0.06 0.20 0.10 0.08 0.27 0.10 Crit Moves: **** Green/Cycle: 0.13 0.31 0.31 0.13 0.31 0.31 0.13 0.27 0.27 0.13 0.27 0.27 Volume/Cap: 0.47 0.36 0.27 0.35 0.55 0.37 0.46 0.75 0.37 0.65 1.00 0.37 Delay/Veh: 31.8 20.7 20.2 31.0 22.6 21.1 31.8 27.9 23.2 35.2 52.8 23.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.8 20.7 20.2 31.0 22.6 21.1 31.8 27.9 23.2 35.2 52.8 23.1 DesignQueue: 8 12 4 6 19 6 8 35 5 11 47 5 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I MITIG8 - Default Scenario Fri Aug 29, 2003 06:37:30 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #52 I-10 WB Ramps (NS) / Varner Rd. at Portola Av. (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.559 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13.2 Optimal Cycle: 42 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 18 0 18 0 0 0 0 15 0 0 15 0 Lanes: 1 0 1! 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 690 0 74 0 0 0 0 953 0 0 935 0 Growth 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 Initial Bse: 690 0 74 0 0 0 0 953 0 0 935 0 User 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 PHF 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 PHF Volume: 690 0 74 0 0 0 0 953 0 0 935 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 690 0 74 0 0 0 0 953 0 0 935 0 PCE 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 MLF 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 Final Vol. : 690 0 74 0 0 0 0 953 0 0 935 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.94 1.00 0.94 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Lanes: 1.82 0.00 0.18 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat. : 3266 0 316 0 0 0 0 3610 0 0 3610 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.23 0.00 0.00 0.00 0.00 0.26 0.00 0.00 0.26 0.00 Crit Moves: **** **** Green/Cycle: 0.40 0.00 0.40 0.00 0.00 0.00 0.00 0.45 0.00 0.00 0.45 0.00 Volume/Cap: 0.53 0.00 0.59 0.00 0.00 0.00 0.00 0.59 0.00 0.00 0.57 0.00 Delay/Veh: 14.1 0.0 14.8 0.0 0.0 0.0 0.0 12.9 0.0 0.0 12.7 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.1 0.0 14.8 0.0 0.0 0.0 0.0 12.9 0.0 0.0 12.7 0.0 DesignQueue: 15 0 2 0 0 0 0 19 0 0 18 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I MITIG8 - Default Scenario Tue Aug 26, 2003 19:46:15 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #19 E1 Paseo - Cabrillo Av. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.649 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 27.5 Optimal Cycle: 64 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 21 21 10 15 15 Lanes: 1 0 1 0 2 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 5 7 484 15 55 29 28 1259 29 253 1656 20 Growth 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 Initial Bse: 5 7 484 15 55 29 28 1259 29 253 1656 20 User 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 PHF 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 PHF Volume: 5 7 484 15 55 29 28 1259 29 253 1656 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 7 484 15 55 29 28 1259 29 253 1656 20 PCE 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 MLF 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 Final Vol. : 5 7 484 15 55 29 28 1259 29 253 1656 20 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 1.00 0.75 0.76 1.00 0.85 0.95 0.91 0.91 0.95 0.91 0.91 Lanes: 1.00 1.00 2.00 1.00 1.00 1.00 1.00 2.93 0.07 1.00 2.96 0.04 Final Sat. : 1374 1900 2842 1450 1900 1615 1805 5055 116 1805 5115 62 ------------ I --------------- --------------- --------------- --------------- � i Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.17 0.01 0.03 0.02 0.02 0.25 0.25 0.14 0.32 0.32 Crit Moves: **** **** **** Green/Cycle: 0.37 0.37 0.37 0.37 0.37 0.37 0.15 0.32 0.32 0.17 0.34 0.34 Volume/Cap: 0.01 0.01 0.46 0.03 0.08 0.05 0.10 0.77 0.77 0.83 0.96 0.96 Delay/Veh: 13.0 13.0 15.9 13.1 13.4 13.2 23.8 22.1 22.1 43.0 33.8 33.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.0 13.0 15.9 13.1 13.4 13.2 23.8 22.1 22.1 43.0 33.8 33.8 DesignQueue: 0 0 11 0 1 1 1 33 1 8 43 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 13Z MITIG8 - Default Scenario Tue Aug 26, 2003 12:55:04 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection 411 Deep Canyon Rd. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.779 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.4 Optimal Cycle: 74 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 24 24 10 24 24 10 18 18 10 18 18 Lanes: 1 0 2 0 1 3 0 1 1 0 1 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 78 487 681 440 299 27 67 1119 37 265 1418 694 Growth 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 Initial Bse: 78 487 681 440 299 27 67 1119 37 265 1418 694 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 78 487 0 440 299 21 67 1119 37 265 1418 694 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 78 487 0 440 299 27 67 1119 37 265 1418 694 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 78 487 0 440 299 27 67 1119 37 265 1418 694 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 0.92 0.94 0.94 0.95 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 3.00 1.83 0.17 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1900 5253 3271 295 1805 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.13 0.00 0.08 0.09 0.09 0.04 0.22 0.02 0.08 0.27 0.43 Crit Moves **** **** +*** +*** Green/Cycle: 0.10 0.24 0.00 0.10 0.24 0.24 0.10 0.44 0.44 0.10 0.44 0.44 Volume/Cap: 0.43 0.56 0.00 0.84 0.38 0.38 0.37 0.49 0.05 0.76 0.62 0.98 Delay/Veh: 44.0 34.2 0.0 55.5 32.1 32.1 43.4 20.2 16.1 53.0 22.1 55.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.0 34.2 0.0 55.5 32.1 32.1 43.4 20.2 16.1 53.0 22.1 55.4 DesignQueue: 4 21 0 22 13 1 3 37 1 13 47 24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 13'v MITIG8 - Default Scenario Tue Aug 26, 2003 19:30:38 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #8 Cook St. (NS) / I-10 WB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.622 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 11.6 Optimal Cycle: 60 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Permitted Split Phase Split Phase Rights: Ignore Include Include Include Min. Green: 15 15 15 15 15 15 0 0 0 24 24 24 Lanes: 0 0 3 0 1 0 0 2 1 0 0 0 0 0 0 1 0 0 0 1 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1071 611 0 1254 389 0 0 0 418 0 228 Growth 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 Initial Bse: 0 1071 611 0 1254 389 0 0 0 418 0 228 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1071 0 0 1254 389 0 0 0 418 0 228 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1071 0 0 1254 389 0 0 0 418 0 228 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 1071 0 0 1254 389 0 0 0 418 0 228 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.88 0.88 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 3.00 1.00 0.00 2.29 0.71 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 5187 1900 0 3816 1184 0 0 0 1805 0 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.00 0.00 0.33 0.33 0.00 0.00 0.00 0.23 0.00 0.14 Crit Moves: ++++ ++++ Green/Cycle: 0.00 0.50 0.00 0.00 0.50 0.50 0.00 0.00 0.00 0.40 0.00 0.40 Volume/Cap: 0.00 0.41 0.00 0.00 0.66 0.66 0.00 0.00 0.00 0.58 0.00 0.35 Delay/Veh: 0.0 9.6 0.0 0.0 11.8 11.8 0.0 0.0 0.0 15.2 0.0 12.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 9.6 0.0 0.0 11.8 11.8 0.0 0.0 0.0 15.2 0.0 12.9 DesignQueue: 0 19 0 0 23 7 0 0 0 9 0 5 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 13Lf MITIG8 - Default Scenario Tue Aug 26, 2003 19:28:14 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #7 Cook St. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.046 , .71.0 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 58 2 Optimal Cycle: 120 Level Of Service: V ************************************************************************ ******* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 15 15 15 15 15 15 24 24 24 0 0 0 Lanes: 0 0 2 1 0 1 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1538 422 260 1412 0 143 2 699 0 0 0 Growth 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 Initial Bse: 0 1538 422 260 1412 0 143 2 699 0 0 0 User 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 PHF 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 PHF Volume: 0 1538 422 260 1412 0 143 2 699 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1538 422 260 1412 0 143 2 699 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1538 422 260 1412 0 143 2 699 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.35 0.65 1.00 3.00 0.00 1.97 0.03 1.00 0.00 0.00 0.00 Final Sat. : 0 3940 1081 1805 5187 0 3185 45 1615 0 0 0 ' ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.39 0.14 0.27 0.00 0.04 0.04 0.43 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.37 0.37 0.14 0.51 0.00 0.41 0.41 0.41 0.00 0.00 0.00 Volume/Cap: 0.00 1.05 1.05 1.05 0.53 0.00 0.11 0.11 1.05 0.00 0.00 0.00 Delay/Veh: 0.0 71.5 71.5 121.2 19.9 0.0 21.6 21.6 82.5 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 71.5 71.5 121.2 19.9 0.0 21.6 21.6 82.5 0.0 0.0 0.0 DesignQueue: 0 71 19 16 49 0 6 0 30 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I 31 MITIG8 - Default Scenario Tue Aug 26, 2003 11:55:13 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #5 Cook St. (NS) / Gerald Ford Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.854 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 43.5 Optimal Cycle: 99 Level Of Service: D ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 654 1279 81 179 1413 519 482 115 515 56 202 199 Growth 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 Initial Bse: 654 1279 81 179 1413 519 482 115 515 56 202 199 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 654 1279 81 179 1413 519 482 115 0 56 202 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 654 1279 81 179 1413 519 482 115 0 56 202 199 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.Oc 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 654 1279 8'- 179 1413 519 482 115 0 56 202 199 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1900 3502 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.19 0.25 0.05 0.05 0.27 0.32 0.14 0.02 0.00 0.02 0.06 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.47 0.47 0.08 0.35 0.35 0.15 0.25 0.00 0.10 0.20 0.20 Volume/Cap: 0.92 0.53 0.11 0.61 0.78 0.92 0.92 0.09 0.00 0.16 0.28 0.62 Delay/Veh: 64.5 22.8 18.0 57.0 37.3 58.4 72.4 34.9 0.0 49.3 40.9 47.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.5 22.8 18.0 57.0 37.3 58.4 72.4 34.9 0.0 49.3 40.9 47.4 DesignQueue: 36 48 3 11 66 24 28 6 0 3 11 11 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I 3K MITIG8 - Default Scenario Tue Aug 26, 2003 11:47:46 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #3 Cook St. (NS) / Frank Sinatra Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++ Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.671 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.8 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 144 1507 39 129 1198 542 565 164 166 43 254 96 Growth 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 Initial Bse: 144 1507 39 129 1198 542 565 164 166 43 254 96 User Adj : 1.00 1.00 1.00 1.00 1.00 1.O0 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 144 1507 39 129 1198 542 565 164 166 43 254 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 1507 39 129 1198 542 565 164 166 43 254 96 PCE 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 MLF 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 Final Vol. : 144 1507 39 129 1198 542 565 164 166 43 254 96 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.29 0.02 0.04 0.23 0.34 0.16 0.03 0.10 0.01 0.05 0.06 Crit Moves: **** **** **** *+** Green/Cycle: 0.09 0.39 0.39 0.09 0.39 0.39 0.19 0.29 0.29 0.12 0.22 0.22 Volume/Cap: 0.45 0.74 0.06 0.41 0.59 0.85 0.85 0.11 0.36 0.10 0.22 0.27 Delay/Veh: 48.4 30.0 20.8 48.0 26.8 41.4 53.7 28.9 31.6 43.3 35.5 36.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.4 30.0 20.8 48.0 26.8 41.4 53.7 28.9 31.6 43.3 35.5 36.2 DesignQueue: 8 60 1 7 47 22 29 7 7 2 12 5 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I � MITIG8 - Default Scenario Tue Aug 26, 2003 11:45:18 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #2 Cook St. (NS) / Country Club Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.620 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.5 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 201 1168 190 106 1161 171 105 562 167 221 642 349 Growth 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 Initial Bse: 201 1168 190 106 1161 171 105 562 167 221 642 349 User 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 PHF 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 PHF Volume: 201 1168 190 106 1161 171 105 562 167 221 642 349 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 201 1168 190 106 1161 171 105 562 167 221 642 349 PCE 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 MLF 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 Final Vol. : 201 1168 190 106 1161 171 105 562 167 221 642 349 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.23 0.12 0.03 0.22 0.11 0.03 0.11 0.10 0.06 0.12 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.46 0.75 0.39 0.24 0.75 0.35 0.24 0.36 0.34 0.50 0.41 0.72 Delay/Veh: 33.3 27.4 22.7 31.9 27.3 22.4 31.9 22.1 22.3 33.6 22.5 30.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.3 27.4 22.7 31.9 27.3 22.4 31.9 22.1 22.3 33.6 22.5 30.2 DesignQueue: 8 38 6 4 38 5 4 18 5 9 21 11 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 14 MITIG8 - Default Scenario Tue Aug 26, 2003 12:00:03 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #6 Cook St. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.823 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 38.4 Optimal Cycle: 84 Level Of Service: D ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11--------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- --------------- --------------- 11--------------- � Volume Module: Base Vol: 129 1088 155 561 907 217 176 320 166 175 421 499 Growth 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 Initial Bse: 129 1088 155 561 907 217 176 320 166 175 421 499 User 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 PHF 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 PHF Volume: 129 1088 155 561 907 217 176 320 166 175 421 499 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 1088 155 561 907 217 176 320 166 175 421 499 PCE 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 MLF 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 Final Vol. : 129 1088 155 561 907 217 176 320 166 175 421 499 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3610 1615 3502 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.21 0.10 0.16 0.17 0.13 0.05 0.09 0.10 0.05 0.12 0.31 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.24 0.24 0.19 0.29 0.29 0.10 0.32 0.32 0.13 0.36 0.36 Volume/Cap: 0.27 0.86 0.39 0.86 0.60 0.46 0.53 0.28 0.32 0.37 0.32 0.86 Delay/Veh: 40.7 44.1 33.8 52.4 32.6 31.1 46.8 26.7 27.3 42.0 24.5 43.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 44.1 33.8 52.4 32.6 31.1 46.8 26.7 27.3 42.0 24.5 43.4 DesignQueue: 7 51 7 28 39 9 9 13 7 9 16 20 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I� MITIG8 - Default Scenario Tue Aug 26, 2003 11:53:58 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #4 Cook St. (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.823 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.9 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Ignore Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 104 967 197 424 814 716 379 941 167 190 1474 600 Growth 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 Initial Bse: 104 967 197 424 814 716 379 941 167 190 1474 600 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 104 967 197 424 814 0 379 941 167 190 1474 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 967 197 424 814 0 379 941 167 190 1474 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 104 967 197 424 814 0 379 941 167 190 1474 0 ------------►--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 0.85 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 3502 5187 1615 3502 5187 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.19 0.12 0.12 0.16 0.00 0.11 0.18 0.10 0.05 0.28 0.00 Crit Moves: **** **** **** *+** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.00 0.13 0.30 0.30 0.13 0.30 0.00 Volume/Cap: 0.24 0.62 0.41 0.97 0.52 0.00 0.87 0.60 0.34 0.43 0.95 0.00 Delay/Veh: 31.8 24.9 22.9 69.7 23.6 0.0 50.7 24.6 22.3 33.1 39.8 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.8 24.9 22.9 69.7 23.6 0.0 50.7 24.6 22.3 33.1 39.8 0.0 DesignQueue: 4 31 6 17 26 0 15 31 5 7 49 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 14-Z MITIG8 - Default Scenario Fri Aug 29, 2003 15:41:46 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #9 Cook St. (NS) / SR-111 (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.753 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 37.9 Optimal Cycle: 77 Level Of Service: D +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++*++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 21 21 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 30 130 50 522 144 390 360 1391 37 94 1486 647 Growth 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 Initial Bse: 30 130 50 522 144 390 360 1391 37 94 1486 647 User 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 PHF 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 PHF Volume: 30 130 50 522 144 390 360 1391 37 94 1486 647 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 130 50 522 144 390 360 1391 37 94 1486 647 PCE 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 MLF 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 Final Vol. : 30 130 50 522 144 390 360 1391 37 94 1486 647 ------------I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.01 0.03 0.03 0.15 0.03 0.24 0.10 0.27 0.02 0.03 0.29 0.40 Crit Moves **** **** **** **** Green/Cycle: 0.04 0.17 0.17 0.17 0.30 0.30 0.11 0.48 0.48 0.08 0.45 0.45 Volume/Cap: 0.21 0.14 0.18 0.90 0.09 0.81 0.90 0.56 0.05 0.32 0.64 0.90 Delay/Veh: 56.3 42.0 42.4 66.1 30.4 48.6 75.1 22.8 16.9 52.5 26.5 45.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.3 42.0 42.4 66.1 30.4 48.6 75.1 22.8 16.9 52.5 26.5 45.2 DesignQueue: 2 7 3 30 7 19 22 52 1 6 59 26 ++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I � MITIG8 - Default Scenario Tue Aug 26, 2003 14:26:49 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #20 Gerald Ford Dr. (NS) / Frank Sinatra Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.295 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 10.5 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 24 0 24 10 18 0 0 18 18 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 3 0 0 0 0 2 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 135 0 26 35 293 0 0 280 281 Growth 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 Initial Bse: 0 0 0 135 0 26 35 293 0 0 280 281 User 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 PHF 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 PHF Volume: 0 0 0 135 0 26 35 293 0 0 280 281 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 135 0 26 35 293 0 0 280 281 PCE 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 MLF 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 Final Vol. : 0 0 0 135 0 26 35 293 0 0 280 281 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.42 0.91 1.00 1.00 0.84 0.84 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 2.00 1.00 Final Sat. : 0 0 0 1805 0 1615 804 5187 0 0 3199 1599 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.07 0.00 0.02 0.04 0.06 0.00 0.00 0.09 0.18 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.40 0.00 0.40 0.45 0.45 0.00 0.00 0.45 0.45 Volume/Cap: 0.00 0.00 0.00 0.19 0.00 0.04 0.10 0.13 0.00 0.00 0.19 0.39 Delay/Veh: 0.0 0.0 0.0 11.8 0.0 11.0 9.6 9.6 0.0 0.0 10.0 11.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 11.8 0.0 11.0 9.6 9.6 0.0 0.0 10.0 11.2 DesignQueue: 0 0 0 3 0 1 1 5 0 0 5 5 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I4+ MITIG8 - Default Scenario Tue Aug 26, 2003 13:40:11 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #14 Eldorado Dr. (NS) / Country Club Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.357 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.1 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 422 70 78 46 37 43 26 732 122 52 682 49 Growth 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 Initial Bse: 422 70 78 46 37 43 26 732 122 52 682 49 User 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 PHF 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 PHF Volume: 422 70 78 46 37 43 26 732 122 52 682 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 422 70 78 46 37 43 26 732 122 52 682 49 PCE 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 MLF 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 Final Vol. : 422 70 78 46 37 43 26 732 122 52 682 49 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.12 0.01 0.05 0.01 0.01 0.03 0.01 0.14 0.08 0.01 0.13 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.96 0.04 0.16 0.11 0.02 0.09 0.06 0.47 0.25 0.12 0.44 0.10 Delay/Veh: 68.5 19.9 20.8 31.1 19.7 20.2 30.9 23.0 21.5 31.2 22.8 20.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 68.5 19.9 20.8 31.1 19.7 20.2 30.9 23.0 21.5 31.2 22.8 20.3 DesignQueue: 17 2 2 2 1 1 1 24 4 2 22 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 10(6 MITIG8 - Default Scenario Tue Aug 26, 2003 19:40:31 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #15 Eldorado Dr. (NS) / Frank Sinatra Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.126 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 17.6 Optimal Cycle: 70 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 24 24 10 24 24 10 15 15 Lanes: 1 0 1 0 1 0 1 0 0 1 1 0 3 0 1 1 0 2 1 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 88 8 8 21 17 50 14 348 81 12 444 7 Growth 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 Initial Bse: 88 8 8 21 17 50 14 348 81 12 444 7 User 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 PHF 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 PHF Volume: 88 8 8 21 17 50 14 348 81 12 444 7 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 8 8 21 17 50 14 348 81 12 444 7 PCE 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 MLF 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 Final Vol. : 88 8 8 21 17 50 14 348 81 12 444 7 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.74 1.00 0.85 0.90 0.90 0.85 0.95 0.91 0.85 0.95 0.91 0.91 Lanes: 1.00 1.00 1.00 0.55 0.45 1.00 1.00 3.00 1.00 1.00 2.95 0.05 Final Sat. : 1400 1900 1615 946 766 1615 1805 5187 1615 1805 5096 80 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.00 0.02 0.02 0.03 0.01 0.07 0.05 0.01 0.09 0.09 Crit Moves: ++++ ++++ ++++ Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.19 0.34 0.34 0.14 0.29 0.29 Volume/Cap: 0.18 0.01 0.01 0.06 0.06 0.09 0.04 0.20 0.15 0.05 0.30 0.30 Delay/Veh: 16.3 15.2 15.2 15.5 15.5 15.7 22.9 16.3 16.0 26.0 19.4 19.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.3 15.2 15.2 15.5 15.5 15.7 22.9 16.3 16.0 26.0 19.4 19.4 DesignQueue: 2 0 0 1 0 1 0 9 2 0 12 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I`i' MITIG8 - Default Scenario Tue Aug 26, 2003 19:42:34 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection 416 Eldorado Dr. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.441 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 12.3 Optimal Cycle: 60 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement; L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 15 15 10 24 24 Lanes: 0 0 1! 0 0 1 0 1! 0 1 1 0 1 1 0 0 1 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 42 54 13 122 15 94 72 516 26 10 585 262 Growth 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 Initial Bse: 42 54 13 122 15 94 72 516 26 10 585 262 User 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 PHF 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 PHF Volume: 42 54 13 122 15 94 72 516 26 10 585 262 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 42 54 13 122 15 94 72 516 26 10 585 262 PCE 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 MLF 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 Final Vol. : 42 54 13 122 15 94 72 516 26 10 585 262 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.88 0.88 0.88 0.71 0.72 0.71 0.27 0.94 0.94 0.86 0.86 0.86 Lanes: 0.38 0.50 0.12 1.50 0.12 1.38 1.00 1.90 0.10 0.02 1.37 0.61 Final Sat. : 645 830 200 2022 165 1868 505 3413 172 38 2233 1000 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.07 0.07 0.06 0.09 0.05 0.14 0.15 0.15 0.26 0.26 0.26 Crit Moves: **** **** Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.45 0.45 0.45 0.45 0.45 0.45 Volume/Cap: 0.19 0.19 0.19 0.17 0.26 0.14 0.32 0.34 0.34 0.58 0.58 0.58 Delay/Veh: 13.7 13.7 13.7 13.6 14.1 13.4 11.4 10.8 10.8 12.9 12.9 12.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.7 13.7 13.7 13.6 14.1 13.4 11.4 10.8 10.8 12.9 12.9 12.9 DesignQueue: 1 1 0 3 0 2 1 10 0 0 11 5 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 4-1 MITIG8 - Default Scenario Tue Aug 26, 2003 14:15:01 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #17 Eldorado Dr. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.592 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 32.3 Optimal Cycle: 64 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 3 0 1 1 0 3 0 1 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 65 95 188 139 60 31 32 1907 24 108 1979 142 Growth 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 Initial Bse: 65 95 188 139 60 31 32 1907 24 108 1979 142 User 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 PHF 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 PHF Volume: 65 95 188 139 60 31 32 1907 24 108 1979 142 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 95 188 139 60 31 32 1907 24 108 1979 142 PCE 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 MLF 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 Final Vol. : 65 95 188 139 60 31 32 1907 24 108 1979 142 ------------I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.69 0.95 0.85 0.69 0.90 0.90 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 1.32 0.68 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1317 3610 1615 1311 2259 1167 1805 5187 1615 1805 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.03 0.12 0.11 0.03 0.03 0.02 0.37 0.01 0.06 0.38 0.09 Crit Moves: **** **** +*** Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.14 0.39 0.39 0.14 0.39 0.39 Volume/Cap: 0.14 0.08 0.34 0.31 0.08 0.08 0.12 0.95 0.04 0.42 0.99 0.23 Delay/Veh: 16.0 15.5 17.5 17.3 15.6 15.6 26.4 32.0 13.4 28.5 38.9 14.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.0 15.5 17.5 17.3 15.6 15.6 26.4 32.0 13.4 28.5 38.9 14.7 DesignQueue: 2 2 5 4 2 1 1 50 1 4 52 3 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I 7" MITIG8 - Default Scenario Tue Aug 26, 2003 19:35:29 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection 410 Oasis Club Dr. (NS) / Country Club Dr. Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.501 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 31.7 Optimal Cycle: 74 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes- 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 122 114 63 326 89 25 19 934 49 30 874 354 Growth 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 Initial Bse: 122 114 63 326 89 25 19 934 49 30 874 354 User 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 PHF 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 PHF Volume: 122 114 63 326 89 25 19 934 49 30 874 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 114 63 326 89 25 19 934 49 30 874 354 PCE 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 MLF 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 Final Vol. : 122 114 63 326 89 25 19 934 49 30 874 354 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.03 0.04 0.18 0.02 0.02 0.01 0.18 0.03 0.01 0.17 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.30 0.30 0.20 0.35 0.35 0.13 0.26 0.26 0.13 0.26 0.26 Volume/Cap: 0.46 0.11 0.13 0.90 0.07 0.04 0.04 0.69 0.12 0.07 0.64 0.84 Delay/Veh: 32.5 20.3 20.5 56.2 17.2 17.0 30.8 28.0 22.6 31.0 27.2 41.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.5 20.3 20.5 56.2 17.2 17.0 30.8 28.0 22.6 31.0 27.2 41.3 DesignQueue: 5 4 2 12 3 1 1 32 2 1 30 12 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I LM MITIG8 - Default Scenario Tue Aug 26, 2003 15:33:13 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW P,'25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #33 Oasis Club Dr. (NS) / Hovley Ln. East (EW) ******************************************************************************** Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.443 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 31.9 Optimal Cycle: 72 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 21 0 21 21 21 0 0 21 21 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 113 0 45 64 722 0 0 820 195 Growth 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 Initial Bse: 0 0 0 113 0 45 64 722 0 0 820 195 User 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 PHF 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 PHF Volume: 0 0 0 113 0 45 64 722 0 0 820 195 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 113 0 45 64 722 0 0 820 195 PCE 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 MLF 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 Final Vol. : 0 0 0 113 0 45 64 722 0 0 820 195 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.95 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.62 0.38 Final Sat. : 0 0 0 1805 0 1615 1805 3610 0 0 2832 673 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.06 0.00 0.03 0.04 0.20 0.00 0.00 0.29 0.29 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.29 0.00 0.29 0.29 0.58 0.00 0.00 0.29 0.29 Volume/Cap: 0.00 0.00 0.00 0.21 0.00 0.10 0.12 0.34 0.00 0.00 0.99 0.99 Delay/Veh: 0.0 0.0 0.0 19.5 0.0 18.7 18.8 7.9 0.0 0.0 51.7 51.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 19.5 0.0 18.7 18.8 7.9 0.0 0.0 51.7 51.7 DesignQueue: 0 0 C 3 0 1 2 13 0 0 25 6 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE IL-5 D MITIG8 - Default Scenario Tue Aug 26, 2003 16:28:50 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #51 Washington St. (NS) / Varner Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.792 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.1 Optimal Cycle: 79 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 1 1 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 304 1499 905 110 1411 279 19 34 195 376 255 280 Growth 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 Initial Bse: 304 1499 905 110 1411 279 19 34 195 376 255 280 User 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 PHF 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 PHF Volume: 304 1499 905 110 1411 279 19 34 195 376 255 280 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 304 1499 905 110 1411 279 19 34 195 376 255 280 PCE 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 MLF 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 Final Vol. : 304 1499 905 110 1411 279 19 34 195 376 255 280 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.95 0.95 0.85 0.92 0.88 0.88 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 1.43 1.57 Final Sat. : 3502 5187 1615 3502 5187 1615 1805 3610 1615 3502 2380 2613 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.29 0.56 0.03 0.27 0.17 0.01 0.01 0.12 0.11 0.11 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.50 0.62 0.08 0.44 0.44 0.09 0.20 0.20 0.12 0.22 0.22 Volume/Cap: 0.62 0.58 0.91 0.38 0.62 0.39 0.11 0.05 0.60 0.91 0.48 0.48 Delay/Veh: 50.9 21.6 32.0 52.9 26.3 23.0 50.1 38.8 46.9 75.8 40.7 40.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.9 21.6 32.0 52.9 26.3 23.0 50.1 38.8 46.9 75.8 40.7 40.7 DesignQueue: 18 54 26 7 56 11 1 2 11 23 14 15 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I 5l MITIG8 - Default Scenario Tue Aug 26, 2003 16:22:00 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #48 Washington St. (NS) / Country Club Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.834 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 36.3 Optimal Cycle: 82 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 3 0 2 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 440 1243 35 305 1316 543 780 444 162 81 558 315 Growth 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 Initial Bse: 440 1243 35 305 1316 543 780 444 162 81 558 315 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 440 1243 35 305 1316 0 780 444 162 81 558 315 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 440 1243 35 305 1316 0 780 444 162 81 558 315 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 440 1243 35 305 1316 0 780 444 162 81 558 315 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 2.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 5253 3610 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.13 0.24 0.02 0.09 0.25 0.00 0.15 0.12 0.10 0.02 0.11 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.30 0.30 0.13 0.29 0.00 0.17 0.31 0.31 0.13 0.27 0.27 Volume/Cap: 0.88 0.79 0.07 0.69 0.88 0.00 0.88 0.40 0.33 0.18 0.40 0.73 Delay/Veh: 54.2 31.4 22.3 42.1 36.9 0.0 46.6 24.9 24.4 35.2 27.3 36.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.2 31.4 22.3 42.1 36.9 0.0 46.6 24.9 24.4 35.2 27.3 36.4 DesignQueue: 19 46 1 14 50 0 34 16 6 4 21 12 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 152, MITIG8 - Default Scenario Sat Aug 30, 2003 09:08:10 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - MW 8/29/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #1 Washington St. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.892 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 29.8 Optimal Cycle: 98 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 21 0 21 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 1 0 0 2 0 0 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1913 447 490 1340 0 490 1 856 0 0 0 Growth 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 Initial Bse: 0 1913 447 490 1340 0 490 1 856 0 0 0 User 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 PHF 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 PHF Volume: 0 1913 447 490 1340 0 490 1 856 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1913 447 490 1340 0 490 1 856 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1913 447 490 1340 0 490 1 856 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.91 1.00 0.85 0.85 0.75 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.99 0.01 2.00 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 5187 0 3223 7 2842 0 0 0 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.37 0.28 0.14 0.26 0.00 0.15 0.15 0.30 0.00 0.00 0.00 Crit Moves: Green/Cycle: 0.00 0.41 0.41 0.16 0.57 0.00 0.34 0.34 0.34 0.00 0.00 0.00 Volume/Cap: 0.00 0.89 0.67 0.89 0.45 0.00 0.45 0.45 0.89 0.00 0.00 0.00 Delay/Veh: 0.0 31.9 25.9 57.1 12.3 0.0 25.6 25.6 41.3 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 31.9 25.9 57.1 12.3 0.0 25.6 25.6 41.3 0.0 0.0 0.0 DesignQueue: 0 67 15 23 33 0 18 0 33 0 0 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I q3 MITIG8 - Default Scenario Wed Aug 27, 2003 10:10:09 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #50 Washington St. (NS) / Hovley Ln. East (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.707 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.1 Optimal Cycle: 77 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 318 1093 206 213 1254 171 327 450 233 419 494 141 Growth 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 Initial Bse: 318 1093 206 213 1254 171 327 450 233 419 494 141 User 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 PHF 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 PHF Volume: 318 1093 206 213 1254 171 327 450 233 419 494 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 318 1093 206 213 1254 171 327 450 233 419 494 141 PCE 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 MLF 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 Final Vol. : 318 1093 206 213 1254 171 327 450 233 419 494 141 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3610 1615 3502 3610 1615 ------------I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.09 0.21 0.13 0.06 0.24 0.11 0.09 0.12 0.14 0.12 0.14 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.27 0.27 0.13 0.27 0.27 0.13 0.31 0.31 0.13 0.31 0.31 Volume/Cap: 0.70 0.77 0.47 0.47 0.89 0.39 0.72 0.40 0.46 0.92 0.44 0.28 Delay/Veh: 36.9 28.5 24.1 31.8 34.0 23.3 37.7 21.1 22.0 57.2 21.4 20.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.9 28.5 24.1 31.8 34.0 23.3 37.7 21.1 22.0 57.2 21.4 20.3 DesignQueue: 12 36 7 8 41 5 12 14 7 16 15 4 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I MITIG8 - Default Scenario Tue Aug 26, 2003 16:24:06 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #49 Washington St. (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.737 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.1 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 497 812 23 158 910 199 271 812 495 31 758 209 Growth 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 Initial Bse: 497 812 23 158 910 199 271 812 495 31 758 209 User 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 PHF 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 PHF Volume: 497 812 23 158 910 199 271 812 495 31 758 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 497 812 23 158 910 199 271 812 495 31 758 209 PCE 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 MLF 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 Final Vol. : 497 812 23 156 910 199 271 812 495 31 758 209 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.14 0.16 0.01 0.05 0.18 0.12 0.08 0.16 0.31 0.01 0.15 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.30 0.30 0.13 0.28 0.28 0.13 0.31 0.31 0.12 0.30 0.30 Volume/Cap: 0.98 0.52 0.05 0.36 0.62 0.44 0.61 0.50 0.98 0.08 0.48 0.43 Delay/Veh: 70.2 24.9 21.1 34.5 27.4 25.6 37.6 24.0 62.9 33.5 24.3 24.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.2 24.9 21.1 34.5 27.4 25.6 37.6 24.0 62.9 33.5 24.3 24.2 DesignQueue: 21 28 1 7 32 7 11 27 17 1 26 7 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 155 MITIG8 - Default Scenario Tue Aug 26, 2003 16:17:10 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #47 Varner Rd. (NS) / I-10 WB Ramps (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.459 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13.5 Optimal Cycle: 52 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 15 0 0 15 15 18 0 18 0 0 0 Lanes: 2 0 2 0 0 0 0 3 0 1 2 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 31 759 0 0 538 493 362 0 25 0 0 0 Growth 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 Initial Bse: 31 759 0 0 538 493 362 0 25 0 0 0 User 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 PHF 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 PHF Volume: 31 759 0 0 538 493 362 0 25 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 759 0 0 538 493 362 0 25 0 0 0 PCE 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 MLF 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 Final Vol. : 31 759 0 0 538 493 362 0 25 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 3.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 3610 0 0 5187 1615 3502 0 1615 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: i Vol/Sat: 0.01 0.21 0.00 0.00 0.10 0.31 0.10 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.10 0.71 0.00 0.00 0.61 0.61 0.20 0.00 0.20 0.00 0.00 0.00 Volume/Cap: 0.09 0.30 0.00 0.00 0.17 0.50 0.50 0.00 0.08 0.00 0.00 0.00 Delay/Veh: 41.0 5.6 0.0 0.0 8.7 11.6 35.8 0.0 32.2 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.0 5.6 0.0 0.0 8.7 11.6 35.8 0.0 32.2 0.0 0.0 0.0 DesignQueue: 2 13 0 0 12 12 16 0 1 0 0 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I t;-(o MITIG8 - Default Scenario Thu Aug 28, 2003 13:49:14 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #23 Ramon Rd. - Bob Hope Dr. (NS) / I-10 WB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.264 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 109.6 Optimal Cycle: 120 Level Of Service: F ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 10 15 0 0 15 15 0 0 0 24 0 24 Lanes: 1 0 3 0 0 0 0 3 0 1 0 0 0 0 0 2 0 0 0 1 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 810 1426 0 0 1795 648 0 0 0 800 0 604 Growth 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 Initial Bse: 810 1426 0 0 1795 648 0 0 0 800 0 604 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 810 1426 0 0 1795 0 0 0 0 800 0 604 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 810 1426 0 0 1795 0 0 0 0 800 0 604 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 810 1426 0 0 1795 0 0 0 0 800 0 604 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.92 1.00 0.85 Lanes: 1.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat. : 1805 5187 0 0 5187 1900 0 0 0 3502 0 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.45 0.27 0.00 0.00 0.35 0.00 0.00 0.00 0.00 0.23 0.00 0.37 Crit Moves: **** **** **** Green/Cycle: 0.36 0.63 0.00 0.00 0.27 0.00 0.00 0.00 0.00 0.30 0.00 0.30 Volume/Cap: 1.26 0.44 0.00 0.00 1.26 0.00 0.00 0.00 0.00 0.77 0.00 1.26 Delay/Veh: 169.5 11.5 0.0 0.0 168 0.0 0.0 0.0 0.0 42.2 0.0 176.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 169.5 11.5 0.0 0.0 168 0.0 0.0 0.0 0.0 42.2 0.0 176.8 DesignQueue: 39 38 0 0 95 0 0 0 0 40 0 31 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE t qq MITIG8 - Default Scenario Tue Sep 2, 2003 15:20:48 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #22 Ramon Rd. - Bob Hope Dr. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.054 ' . Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 56.5 JIC� Optimal Cycle: 120 Level Of Service: 10, ` Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 15 0 10 15 0 24 0 24 0 0 0 Lanes: 0 0 3 0 1 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1646 0 734 1860 0 590 0 656 0 0 0 Growth 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 Initial Bse: 0 1646 0 734 1860 0 590 0 656 0 0 0 User 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 PHF 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 PHF Volume: 0 1646 0 734 1860 0 590 0 656 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1646 0 734 1860 0 590 0 656 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1646 0 734 1860 0 590 0 656 0 0 0 ------------I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 0.95 0.91 1.00 0.90 1.00 0.90 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 1.47 0.00 1.53 0.00 0.00 0.00 Final Sat. : 0 5187 1900 1805 5187 0 2519 0 2610 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.32 0.00 0.41 0.36 0.00 0.23 0.00 0.25 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.30 0.00 0.39 0.69 0.00 0.24 0.00 0.24 0.00 0.00 0.00 Volume/Cap: 0.00 1.05 0.00 1.05 0.52 0.00 0.98 0.00 1.05 0.00 0.00 0.00 Delay/Veh: 0.0 80.6 0.0 86.2 9.3 0.0 66.5 0.0 87.5 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 80.6 0.0 86.2 9.3 0.0 66.5 0.0 87.5 0.0 0.0 0.0 DesignQueue: 0 83 0 33 43 0 32 0 35 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I MITIG8 - Default Scenario Tue Aug 26, 2003 15:34:42 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #34 Park View Dr. - Painters Path (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.889 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 28.3 Optimal Cycle: 97 Level Of Service: C +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++*++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 18 18 10 18 18 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 62 9 23 83 9 335 341 2166 106 46 2140 65 Growth 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 Initial Bse: 62 9 23 83 9 335 341 2166 106 46 2140 65 User Adj : 1.00 1.00 1.00 1.00 1.00 1.60 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 62 9 23 83 9 335 341 2166 106 46 2140 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 62 9 23 83 9 335 341 2166 106 46 2140 65 PCE 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 MLF 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 Final Vol. : 62 9 23 83 9 335 341 2166 106 46 2140 65 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.72 0.72 0.85 0.71 0.71 0.85 0.95 0.90 0.90 0.95 0.91 0.85 Lanes: 0.87 0.13 1.00 0.90 0.10 1.00 1.00 2.86 0.14 1.00 3.00 1.00 Final Sat. : 1201 174 1615 1214 132 1615 1805 4910 240 1805 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.01 0.07 0.07 0.21 0.19 0.44 0.44 0.03 0.41 0.04 Crit Moves: **** **** **** Green/Cycle: 0.24 0.24 0.24 0.24 0.24 0.24 0.21 0.57 0.57 0.10 0.46 0.46 Volume/Cap: 0.22 0.22 0.06 0.28 0.28 0.86 0.90 0.77 0.77 0.25 0.90 0.09 Delay/Veh: 30.8 30.8 29.4 31.5 31.5 54.3 61.6 17.9 17.9 42.3 29.9 15.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.8 30.8 29.4 31.5 31.5 54.3 61.6 17.9 17.9 42.3 29.9 15.3 DesignQueue: 3 0 1 4 0 15 16 58 3 2 71 2 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 ':51 MITIG8 - Default Scenario Tue Aug 26, 2003 16:13:11 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #46 SR-111 (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.167 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 103.4 Optimal Cycle: 120 Level Of Service: F ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 7 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 2 1 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 57 1306 125 832 1318 75 98 117 70 190 143 805 Growth 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 Initial Bse: 57 1306 125 832 1318 75 98 117 70 190 143 805 User 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 PHF 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 PHF Volume: 57 1306 125 832 1318 75 98 117 70 190 143 805 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 1306 125 832 1318 75 98 117 70 190 143 805 PCE 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 MLF 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 Final Vol. : 57 1306 125 832 1318 75 98 117 70 190 143 805 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.86 0.86 0.92 0.79 0.79 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3264 1632 3502 3019 1509 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.25 0.08 0.24 0.25 0.05 0.03 0.04 0.04 0.05 0.05 0.53 Crit Moves: **** **** **** +*++ Green/Cycle: 0.08 0.21 0.21 0.20 0.32 0.32 0.06 0.35 0.35 0.15 0.44 0.44 Volume/Cap: 0.20 1.22 0.37 1.22 0.80 0.15 0.48 0.10 0.12 0.37 0.11 1.22 Delay/Veh: 51.6 153 41.6 158.1 40.0 29.3 56.5 26.2 26.4 46.7 19.8 142.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.6 153 41.6 158.1 40.0 29.3 56.5 26.2 26.4 46.7 19.8 142.1 DesignQueue: 3 73 7 47 64 3 6 5 3 11 5 34 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I W MITIG8 - Default Scenario Tue Aug 26, 2003 13:18:43 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 413 Desert Crossing (NS) / SR-111 (EW) Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.385 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.9 Optimal Cycle: 82 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 7 15 15 7 15 15 Lanes: 1 1 0 0 1 0 0 1! 0 0 1 0 3 0 1 2 0 2 1 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 74 15 311 46 11 11 7 1326 36 160 1391 31 Growth 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 Initial Bse: 74 15 311 46 11 11 7 1326 36 160 1391 31 User 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 PHF 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 PHF Volume: 74 15 311 46 11 11 7 1326 36 160 1391 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 15 311 46 11 11 7 1326 36 160 1391 31 PCE 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 MLF 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 Final Vol. : 74 15 311 46 11 11 7 1326 36 160 1391 31 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.96 0.96 0.85 0.95 0.95 0.95 0.95 0.91 0.85 0.92 0.91 0.91 Lanes: 1.66 0.34 1.00 0.68 0.16 0.16 1.00 3.00 1.00 2.00 2.93 0.07 Final Sat. : 3033 615 1615 1216 291 291 1805 5187 1615 3502 5059 113 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.02 0.19 0.04 0.04 0.04 0.00 0.26 0.02 0.05 0.27 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.24 0.24 0.24 0.23 0.23 0.23 0.07 0.35 0.35 0.07 0.35 0.35 Volume/Cap: 0.10 0.10 0.79 0.17 0.17 0.17 0.06 0.74 0.06 0.69 0.79 0.79 Delay/Veh: 30.9 30.9 47.7 32.7 32.7 32.7 46.1 31.7 22.9 56.1 33.3 33.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.9 30.9 47.7 32.7 32.7 32.7 46.1 31.7 22.9 56.1 33.3 33.3 DesignQueue: 3 1 14 2 0 0 0 54 1 9 57 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I W MITIG8 - Default Scenario Tue Aug 26, 2003 19:45:28 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 E1 Paseo - Town Center Wy. (NS) / SR-111 (EW) ******************************************************************************** Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.636 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 35.0 Optimal Cycle: 88 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 21 21 7 15 15 Lanes: 1 1 1 0 1 1 1 1 0 1 1 0 3 0 1 1 0 2 1 0 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 568 314 16 159 239 55 185 1295 331 52 1043 74 Growth 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 Initial Bse: 568 314 16 159 239 55 185 1295 331 52 1043 74 User Adj : 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 568 314 16 159 239 55 185 1295 331 52 1043 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 568 314 16 159 239 55 185 1295 331 52 1043 74 PCE 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 MLF 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 Final Vol. : 568 314 16 159 239 55 185 1295 331 52 1043 74 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.85 0.93 0.93 0.85 0.95 0.91 0.85 0.95 0.90 0.90 Lanes: 1.93 1.07 1.00 1.20 1.80 1.00 1.00 3.00 1.00 1.00 2.80 0.20 Final Sat. : 3379 1868 1615 2120 3187 1615 1805 5187 1615 1805 4795 340 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.17 0.17 0.01 0.07 0.07 0.03 0.10 0.25 0.20 0.03 0.22 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.23 0.23 0.23 0.23 0.23 0.14 0.36 0.36 0.07 0.29 0.29 Volume/Cap: 0.74 0.74 0.04 0.33 0.33 0.15 0.75 0.69 0.57 0.43 0.75 0.75 Delay/Veh: 40.0 40.0 31.6 33.9 33.9 32.5 55.3 29.6 28.2 49.6 35.8 35.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.0 40.0 31.6 33.9 33.9 32.5 55.3 29.6 28.2 49.6 35.8 35.8 DesignQueue: 27 15 1 7 11 2 10 51 13 3 45 3 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I MITIG8 - Default Scenario Tue Aug 26, 2003 15:35:21 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection 435 Plaza Wy. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.655 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 29.9 Optimal Cycle: 60 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 1 0 1 0 1 1 0 0 1 1 2 0 2 1 0 1 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 130 71 129 172 43 153 147 1320 34 302 1234 143 Growth 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 Initial Bse: 130 71 129 172 43 153 147 1320 34 302 1234 143 User Adj : 1.00 1.00 1.00 1.00 1.00 1.60 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 130 71 129 172 43 153 147 1320 34 302 1234 143 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 130 71 129 172 43 153 147 1320 34 302 1234 143 PCE 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 MLF 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 Final Vol. : 130 71 129 172 43 153 147 1320 34 302 1234 143 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.73 1.00 0.85 0.71 0.88 0.88 0.92 0.91 0.91 0.95 0.91 0.85 Lanes: 1.00 1.00 1.00 1.00 0.44 1.56 2.00 2.92 0.08 1.00 3.00 1.00 Final Sat. : 1393 1900 1615 1351 736 2619 3502 5037 130 1805 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.04 0.08 0.13 0.06 0.06 0.04 0.26 0.26 0.17 0.24 0.09 Crit Moves: **** **** **** Green/Cycle: 0.40 0.40 0.40 0.40 0.40 0.40 0.18 0.27 0.27 0.18 0.27 0.27 Volume/Cap: 0.23 0.09 0.20 0.32 0.15 0.15 0.23 0.95 0.95 0.95 0.88 0.33 Delay/Veh: 12.1 11.3 11.9 12.7 11.5 11.5 21.2 35.8 35.8 62.9 27.8 18.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.1 11.3 11.9 12.7 11.5 11.5 21.2 35.8 35.8 62.9 27.8 18.0 DesignQueue: 3 1 3 4 1 3 4 34 1 9 32 4 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I L6 MITIG8 - Default Scenario Tue Aug 26, 2003 15:20:47 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #29 Monterey Av. (NS) / I-10 EB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.566 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 31.7 Optimal Cycle: 60 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Protected Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 10 15 15 10 15 15 24 24 24 24 24 24 Lanes: 0 0 3 0 1 2 0 2 0 0 1 1 0 1 0 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 2016 525 306 1649 0 61 2 817 0 0 0 Growth 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 Initial Bse: 0 2016 525 306 1649 0 61 2 817 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 2016 525 306 1649 0 61 2 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2016 525 306 1649 0 61 2 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 0 2016 525 306 1649 0 61 2 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.95 1.00 0.95 0.95 0.95 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 2.00 1.00 0.00 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 3610 0 3610 1805 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.33 0.09 0.46 0.00 0.02 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.39 0.39 0.14 0.53 0.00 0.34 0.34 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 1.01 0.84 0.61 0.86 0.00 0.05 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 43.5 29.7 30.4 18.7 0.0 15.4 15.1 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 43.5 29.7 30.4 18.7 0.0 15.4 15.1 0.0 0.0 0.0 0.0 DesignQueue: 0 53 14 10 34 0 2 0 0 0 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I v+ MITIG8 - Default Scenario Thu Aug 28, 2003 19:35:48 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #25 Monterey Av. (NS) / Dinah Shore Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.970 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 43.8 Optimal Cycle: 120 Level Of Service: D +++++++++++++++++++++++++++++++++++++++++++++++++++++++++*++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Ignore Min. Green: 10 24 24 10 21 21 10 21 21 7 21 21 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 420 1437 24 544 1219 703 498 953 424 30 902 711 Growth 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 Initial Bse: 420 1437 24 544 1219 703 498 953 424 30 902 711 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 420 1437 24 544 1219 0 498 953 424 30 902 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 420 1437 24 544 1219 0 498 953 424 30 902 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 420 1437 24 544 1219 0 498 953 424 30 902 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 0.95 0.95 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 3502 3610 1615 1805 3610 1900 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.12 0.28 0.01 0.16 0.24 0.00 0.14 0.26 0.26 0.02 0.25 0.00 Crit Moves **** **** **** **** Green/Cycle: 0.15 0.30 0.30 0.15 0.30 0.00 0.14 0.31 0.31 0.09 0.26 0.00 Volume/Cap: 0.83 0.92 0.05 1.04 0.77 0.00 1.04 0.85 0.84 0.19 0.95 0.00 Delay/Veh: 43.9 36.7 19.9 82.6 27.7 0.0 84.9 31.7 37.6 34.5 47.6 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.9 36.7 19.9 82.6 27.7 0.0 84.9 31.7 37.6 34.5 47.6 0.0 DesignQueue: 16 48 1 21 40 0 20 31 14 1 32 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I (pe MITIG8 - Default Scenario Tue Aug 26, 2003 15:14:04 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #28 Monterey Av. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.750 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29.7 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 231 1144 162 359 1307 289 261 1035 156 160 1270 380 Growth 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 Initial Bse: 231 1144 162 359 1307 289 261 1035 156 160 1270 380 User 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 PHF 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 PHF Volume: 231 1144 162 359 1307 289 261 1035 156 160 1270 380 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 231 1144 162 359 1307 289 261 1035 156 160 1270 380 PCE 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 MLF 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 Final Vol. : 231 1144 162 359 1307 289 261 1035 156 160 1270 380 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.22 0.10 0.10 0.25 0.18 0.07 0.20 0.10 0.05 0.24 0.24 Crit Moves: **** **** **+* +**+ Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.53 0.74 0.33 0.82 0.84 0.60 0.60 0.67 0.32 0.37 0.82 0.78 Delay/Veh: 34.0 27.0 22.2 45.8 30.5 25.9 35.3 25.6 22.1 32.6 29.4 33.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.0 27.0 22.2 45.8 30.5 25.9 35.3 25.6 22.1 32.6 29.4 33.8 DesignQueue: 9 38 5 14 43 9 10 34 5 6 42 12 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I (cp MITIG8 - Default Scenario Tue Aug 26, 2003 15:00:22 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection 426 Monterey Av. (NS) / Frank Sinatra Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.530 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.3 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Ignore Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 177 1053 147 238 1213 116 86 638 141 123 733 254 Growth 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 Initial Bse: 177 1053 147 238 1213 116 86 638 141 123 733 254 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 177 1053 147 238 1213 116 86 638 0 123 733 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 1053 147 238 1213 116 86 638 0 123 733 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Final Vol. : 177 1053 147 238 1213 116 86 638 0 123 733 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1900 3502 5187 1900 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.20 0.09 0.07 0.23 0.07 0.02 0.12 0.00 0.04 0.14 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.00 0.13 0.30 0.00 Volume/Cap: 0.40 0.68 0.30 0.54 0.78 0.24 0.20 0.41 0.00 0.28 0.47 0.00 Delay/Veh: 32.9 25.8 21.9 34.3 28.2 21.4 31.6 22.5 0.0 32.1 23.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.9 25.8 21.9 34.3 28.2 21.4 31.6 22.5 0.0 32.1 23.1 0.0 DesignQueue: 7 34 5 9 40 4 3 20 0 5 24 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I tig-1 MITIG8 - Default Scenario Tue Aug 26, 2003 14:41:53 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #24 Monterey Av. (NS) / Country Club Dr. (NS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.722 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.7 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Ignore Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 487 1417 252 320 1141 164 174 855 389 338 965 209 Growth 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 Initial Bse: 487 1417 252 320 1141 164 174 855 389 338 965 209 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 487 1417 252 320 1141 164 174 855 0 338 965 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 487 1417 252 320 1141 164 174 855 0 338 965 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Final Vol. : 487 1417 252 320 1141 164 174 855 0 338 965 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1900 3502 5187 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.14 0.27 0.16 0.09 0.22 0.10 0.05 0.16 0.00 0.10 0.19 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.32 0.32 0.13 0.28 0.28 0.12 0.28 0.00 0.12 0.28 0.00 Volume/Cap: 0.80 0.85 0.48 0.68 0.'8 0.36 0.42 0.58 0.00 0.80 0.65 0.00 Delay/Veh: 41.2 31.2 23.9 39.1 3C.8 24.8 35.4 26.8 0.0 46.9 27.8 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.2 31.2 23.9 39.1 30.8 24.8 35.4 26.6 0.0 46.9 27.8 0.0 DesignQueue: 20 49 8 13 41 6 7 30 0 14 34 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I LP9 MITIG8 - Default Scenario Tue Aug 26, 2003 15:25:15 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 431 Monterey Av. (NS) / Park View Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.633 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 24.4 Optimal Cycle: 61 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 18 18 10 18 16 24 24 24 24 24 24 Lanes: 1 0 2 1 0 2 0 2 1 0 2 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 186 1138 64 119 1202 193 172 64 192 95 78 197 Growth 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 Initial Bse: 186 1138 64 119 1202 193 172 64 192 95 78 197 User 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 PHF 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 PHF Volume: 186 1138 64 119 1202 193 172 64 192 95 78 197 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 1138 64 119 1202 193 172 64 192 95 78 197 PCE 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 MLF 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 Final Vol. : 186 1138 64 119 1202 193 172 64 192 95 78 197 ------------I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.92 0.89 0.89 0.30 0.89 0.89 0.52 0.89 0.89 Lanes: 1.00 2.84 0.16 2.00 2.58 0.42 2.00 0.25 0.75 1.00 0.28 0.72 Final Sat. : 1805 4872 274 3502 4376 703 1124 422 1265 980 481 1215 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.10 0.23 0.23 0.03 0.27 0.27 0.15 0.15 0.15 0.10 0.16 0.16 Crit Moves: **** **** **** Green/Cycle: 0.16 0.30 0.30 0.16 0.30 0.30 0.39 0.39 0.39 0.39 0.39 0.39 Volume/Cap: 0.63 0.79 0.79 0.21 0.93 0.93 0.39 0.39 0.39 0.25 0.41 0.41 Delay/Veh: 28.0 22.7 22.7 22.2 31.6 31.6 13.8 13.6 13.6 12.8 13.8 13.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.0 22.7 22.7 22.2 31.6 31.6 13.8 13.6 13.6 12.8 13.8 13.8 DesignQueue: 5 29 2 3 31 5 4 1 4 2 2 4 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 11Pq MITIG8 - Default Scenario Tue Aug 26, 2003 15:11:43 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #27 Monterey Av. (NS) / Fred Waring Dr. (NS) Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.843 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.4 Optimal Cycle: 83 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 7 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 376 921 395 426 932 135 142 995 396 394 799 492 Growth 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 Initial Bse: 376 921 395 426 932 135 142 995 396 394 799 492 User 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 PHF 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 PHF Volume: 376 921 395 426 932 135 142 995 396 394 799 492 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 376 921 395 426 932 135 142 995 396 394 799 492 PCE 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 MLF 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 Final Vol. : 376 921 395 426 932 135 142 995 396 394 799 492 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.11 0.18 0.24 0.12 0.18 0.08 0.04 0.19 0.25 0.11 0.15 0.30 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.29 0.29 0.14 0.31 0.31 0.08 0.29 0.29 0.13 0.34 0.34 Volume/Cap: 0.84 0.61 0.84 0.84 0.59 0.27 0.49 0.66 0.84 0.84 0.45 0.89 Delay/Veh: 49.5 26.8 41.4 47.6 25.5 22.6 38.6 27.5 41.3 49.0 21.9 42.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.5 26.8 41.4 47.6 25.5 22.6 38.6 27.5 41.3 49. 1 21.9 42.9 DesignQueue: 16 32 14 18 32 5 6 35 14 1"' 26 16 Traffix 7.5.1115 (c) 2001 Dowling ASSOC. Licensed to URBAN CROSSROADS, IRVINE I -1O MITIG8 - Default Scenario Tue Aug 26, 2003 15:27:21 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #32 Monterey Av. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.857 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.9 Optimal Cycle: 86 Level Of Service: C ++++++*+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 241 604 364 535 653 298 300 1288 278 383 962 212 Growth 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 Initial Bse: 241 604 364 535 653 298 300 1288 278 383 962 212 User 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 PHF 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 PHF Volume: 241 604 364 535 653 298 300 1288 278 383 962 212 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 241 604 364 535 653 298 300 1288 278 383 962 212 PCE 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 MLF 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 Final Vol. : 241 604 364 535 653 298 300 1288 278 383 962 212 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.13 0.17 0.23 0.15 0.13 0.18 0.09 0.25 0.17 0.11 0.19 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.28 0.28 0.17 0.28 0.28 0.12 0.28 0.28 0.12 0.29 0.29 Volume/Cap: 0.78 0.59 0.80 0.89 0.45 0.65 0.72 0.88 0.61 0.89 0.65 0.46 Delay/Veh: 45.6 27.2 37.8 49.9 25.3 30.2 42.0 35.6 28.8 56.8 27.6 25.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.6 27.2 37.8 49.9 25.3 30.2 42.0 35.6 28.8 56.8 27.6 25.7 DesignQueue: 10 21 13 22 23 11 13 46 10 16 34 7 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 -1t MITIG8 - Default Scenario Tue Aug 26, 2003 15:24:28 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) n+x++++++++++++++++++++++++++++++++++++++++ Intersection #30 I-10 WB Ramp (NS) /�Mbf�te a Av. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.698 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 17.3 Optimal Cycle:OPTIMIZED Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 24 0 24 10 20 20 10 15 10 0 15 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 667 0 0 0 0 0 0 744 0 0 808 0 Growth 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 Initial Bse: 667 0 0 0 0 0 0 744 0 0 808 0 User 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 PHF 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 PHF Volume: 667 0 0 0 0 0 0 744 0 0 808 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 667 0 0 0 0 0 0 744 0 0 808 0 PCE 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 MLF 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 Final Vol. : 667 0 0 0 0 0 0 744 0 0 808 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 2.00 0.00 Final Sat. : 1805 0 1900 0 0 0 0 3610 0 1900 3610 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.37 0.00 0.00 0.00 0.00 0.00 0.00 0.21 0.00 0.00 0.22 0.00 Crit Moves: **** ++++ Green/Cycle: 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.32 0.00 0.00 0.32 0.00 Volume/Cap: 0.70 0.00 0.00 0.00 0.00 0.00 0.00 0.64 0.00 0.00 0.70 0.00 Delay/Veh: 12.8 0.0 0.0 0.0 0.0 0.0 0.0 18.7 0.0 0.0 19.7 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.8 0.0 0.0 0.0 0.0 0.0 0.0 18.7 0.0 0.0 19.7 0.0 DesignQueue: 12 0 0 0 0 0 0 18 0 0 19 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 172- MITIG8 - Default Scenario Tue Aug 26, 2003 11:44:18 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 College of the Desert (NS) / Fred Waring Dr. (EW) ******************************************************************************** Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.541 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 23.8 Optimal Cycle: 60 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 0 0 1! 0 0 0 1 0 0 1 1 0 2 1 0 1 0 2 1 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 40 1 11 125 3 83 53 1605 38 7 1616 156 Growth 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 Initial Bse: 40 1 11 125 3 83 53 1605 38 7 1616 156 User 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 PHF 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 PHF Volume: 40 1 11 125 3 83 53 1605 38 7 1616 156 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 1 11 125 3 63 53 1605 38 7 1616 156 PCE 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 MLF 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 Final Vol. : 40 1 11 125 3 83 53 1605 38 7 1616 156 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.77 0.77 0.77 0.70 0.70 0.85 0.95 0.91 0.91 0.95 0.90 0.90 Lanes: 0.77 0.02 0.21 0.98 0.02 1.00 1.00 2.93 0.07 1.00 2.74 0.26 Final Sat. : 1124 28 309 1297 31 1615 1805 5052 120 1805 4669 451 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.04 0.04 0.10 0.10 0.05 0.03 0.32 0.32 0.00 0.35 0.35 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.14 0.39 0.39 0.14 0.39 0.39 Volume/Cap: 0.10 0.10 0.10 0.28 0.28 0.15 0.21 0.82 0.82 0.03 0.90 0.90 Delay/Veh: 15.8 15.8 15.8 17.1 17.1 16.1 26.9 22.3 22.3 25.9 26.1 26.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.8 15.8 15.8 17.1 17.1 16.1 26.9 22.3 22.3 25.9 26.1 26.1 DesignQueue: 1 0 0 3 0 2 2 41 1 0 42 4 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 -15 MITIG8 - Default Scenario Tue Aug 26, 2003 16:09:59 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++*++++++++*++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #44 San Pablo Av. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.620 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.0 Optimal Cycle: 74 Level Of Service: C +++++++++++++++++++++++++++++++++++++++++++++++++++++++*++++++++++++++++++++++*+ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 18 18 10 18 18 Lanes: 2 0 1 1 0 2 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 177 94 225 132 71 42 48 1442 186 251 1443 101 Growth 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 Initial Bse: 177 94 225 132 71 42 48 1442 186 251 1443 101 User 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 PHF 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 PHF Volume: 177 94 225 132 71 42 48 1442 186 251 1443 101 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 177 94 225 132 71 42 48 1442 186 251 1443 101 PCE 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 MLF 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 Final Vol. : 177 94 225 132 71 42 48 1442 186 251 1443 101 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.85 0.85 0.92 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 1.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 1614 1614 3502 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.06 0.14 0.04 0.02 0.03 0.01 0.28 0.12 0.07 0.28 0.06 Crit Moves: **** **** +**+ +*** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.40 0.19 0.46 0.30 0.07 0.09 0.11 0.93 0.38 0.57 0.93 0.21 Delay/Veh: 32.9 20.9 23.3 32.2 20.0 20.2 31.2 37.1 22.7 34.8 37.1 21.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.9 20.9 23.3 32.2 20.0 20.2 31.2 37.1 22.7 34.8 37.1 21.1 DesignQueue: 7 3 7 5 2 1 2 48 6 10 48 3 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 17+ MITIG8 - Default Scenario Tue Aug 26, 2003 17:01:40 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #45 San Pablo Av. (NS) / SR-111 (EW) ******************************************************************************** Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.506 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.0 Optimal Cycle: 72 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 82 148 91 142 197 121 140 1385 85 70 1279 125 Growth 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 Initial Bse: 82 148 91 142 197 121 140 1385 85 70 1279 125 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 82 148 91 142 197 0 140 1385 85 70 1279 125 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 148 91 142 197 0 140 1385 85 70 1279 125 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 82 148 91 142 197 0 140 1385 85 70 1279 125 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 1.00 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1900 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.04 0.06 0.08 0.05 0.00 0.04 0.27 0.05 0.02 0.25 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.28 0.28 0.14 0.28 0.00 0.14 0.28 0.28 0.14 0.28 0.28 Volume/Cap: 0.33 0.15 0.20 0.57 0.20 0.00 0.29 0.96 0.19 0.14 0.89 0.28 Delay/Veh: 28.7 19.6 20.1 32.0 20.0 0.0 28.1 41.0 20.0 27.4 32.0 20.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.7 19.6 20.1 32.0 20.0 0.0 28.1 41.0 20.0 27.4 32.0 20.7 DesignQueue: 3 4 3 5 6 0 5 43 2 2 39 4 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 115 MITIG8 - Default Scenario Tue Aug 26, 2003 16:06:28 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #43 San Luis Rey Av. (NS) / SR-111 (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.716 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 24.8 Optimal Cycle: 60 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 151 45 169 39 45 71 88 1510 129 131 1403 42 Growth 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 Initial Bse: 151 45 169 39 45 71 88 1510 129 131 1403 42 User 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 PHF 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 PHF Volume: 151 45 169 39 45 71 88 1510 129 131 1403 42 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 151 45 169 39 45 71 88 1510 129 131 1403 42 PCE 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 MLF 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 Final Vol. : 151 45 169 39 45 71 88 1510 129 131 1403 42 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.71 0.71 0.85 0.83 0.83 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 0.77 0.23 1.00 0.46 0 - 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1042 311 1615 734 1615 1805 3610 1615 1805 3610 1615 ------------ I--------------- ------ ------ --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.14 0.14 0.10 0.05 0.05 0.04 0.05 0.42 0.08 0.07 0.39 0.03 Crit Moves: **** **** **** Green/Cycle: 0.30 0.30 0.30 0.30 0.30 0.30 0.13 0.46 0.46 0.13 0.46 0.46 Volume/Cap: 0.48 0.48 0.35 0.18 0.18 0.15 0.39 0.90 0.17 0.58 0.84 0.06 Delay/Veh: 23.8 23.8 22.3 20.9 20.9 20.6 33.3 27.2 12.7 36.8 22.9 11.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23.8 23.8 22.3 20.9 20.9 20.6 33.3 27.2 12.7 36.8 22.9 11.9 DesignQueue: 5 1 5 1 1 2 3 40 3 5 37 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 -7( MITIG8 - Default Scenario Tue Aug 26, 2003 16:53:11 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #53 Portola Av. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.856 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 23.7 Optimal Cycle: 120 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 24 0 24 0 0 0 Lanes: 0 0 3 0 1 1 0 3 0 0 1 0 0 0 1 0 0 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 862 652 220 1261 0 289 0 533 0 0 0 Growth 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 Initial Bse: 0 862 652 220 1261 0 289 0 533 0 0 0 User 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 PHF 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 PHF Volume: 0 862 652 220 1261 0 289 0 533 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 862 652 220 1261 0 289 0 533 0 0 0 PCE 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 MLF 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 Final Vol. : 0 862 652 220 1261 0 289 0 533 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.95 0.91 1.00 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 1.00 3.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 0 5187 1615 1805 5187 0 1805 0 1615 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.17 0.40 0.12 0.24 0.00 0.16 0.00 0.33 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.47 0.47 0.14 0.61 0.00 0.39 0.00 0.39 0.00 0.00 0.00 Volume/Cap: 0.00 0.35 0.86 0.86 0.40 0.00 0.42 0.00 0.86 0.00 0.00 0.00 Delay/Veh: 0.0 16.8 32.8 65.3 9.9 0.0 22.9 0.0 39.4 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 16.8 32.8 65.3 9.9 0.0 22.9 0.0 39.4 0.0 0.0 0.0 DesignQueue: 0 26 21 11 29 0 10 0 20 0 0 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 17I MITIG8 - Default Scenario Tue Aug 26, 2003 15:42:47 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #39 Portola Av. (NS) / Gerald Ford Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.762 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.4 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Ignore Min. Green: 10 24 24 10 24 24 10 21 21 10 24 24 Lanes: 2 0 2 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 368 837 37 338 1033 452 405 957 203 25 1057 331 Growth 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 Initial Bse: 368 837 37 338 1033 452 405 957 203 25 1057 331 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 368 837 37 338 1033 0 405 957 203 25 1057 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 368 837 37 338 1033 0 405 957 203 25 1057 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 368 837 37 338 1033 0 405 957 203 25 1057 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.91 1.00 0.92 0.91 0.85 0.92 0.91 1.00 Lanes: 2.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 3610 1615 3502 5187 1900 3502 5187 1615 3502 5187 1900 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.11 0.23 0.02 0.10 0.20 0.00 0.12 0.18 0.13 0.01 0.20 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.00 0.13 0.29 0.29 0.14 0.30 0.00 Volume/Cap: 0.84 0.77 0.08 0.77 0.66 0.00 0.93 0.64 0.44 0.05 0.68 0.00 Delay/Veh: 47.8 29.0 20.1 42.2 25.6 0.0 60.1 25.8 23.9 30.0 25.8 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.8 29.0 20.1 42.2 25.6 0.0 60.1 25.8 23.9 30.0 25.8 0.0 DesignQueue: 15 28 1 13 34 0 16 32 7 1 35 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 11 MITIGB - Default Scenario Tue Aug 26, 2003 15:39:21 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #37 Portola Av. (NS) / Frank Sinatra Dr. (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.698 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.3 Optimal Cycle: 77 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 167 1112 144 38 1168 84 90 760 153 152 894 55 Growth 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 Initial Bse: 167 1112 144 38 1168 84 90 760 153 152 894 55 User 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 PHF 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 PHF Volume: 167 1112 144 38 1168 84 90 760 153 152 894 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 167 1112 144 38 1168 84 90 760 153 152 894 55 PCE 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 MLF 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 Final Vol. : 167 1112 144 38 1168 84 90 760 153 152 894 55 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.31 0.09 0.02 0.32 0.05 0.03 0.15 0.09 0.04 0.17 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.45 0.45 0.10 0.43 0.43 0.10 0.22 0.22 0.11 0.23 0.23 Volume/Cap: 0.75 0.68 0.20 0.21 0.75 0.12 0.26 0.66 0.43 0.41 0.75 0.15 Delay/Veh: 56.1 22.9 16.6 42.0 26.3 17.3 42.0 36.8 34.2 42.5 38.8 31.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.1 22.9 16.6 42.0 26.3 17.3 42.0 36.8 34.2 42.5 38.8 31.0 DesignQueue: 8 37 4 2 40 3 5 34 7 8 40 2 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE -71 MITIG8 - Default Scenario Tue Aug 26, 2003 15:37:11 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #36 Portola Av. (NS) / Country Club Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.775 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.1 Optimal Cycle: 77 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11--------------- 11--------------- 11--------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- 11--------------- 11 --------------- � Volume Module: Base Vol: 303 768 219 268 826 81 69 1005 249 239 981 278 Growth 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 Initial Bse: 303 768 219 268 826 81 69 1005 249 239 981 278 User 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 PHF 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 PHF Volume: 303 768 219 268 826 81 69 1005 249 239 981 278 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 303 768 219 268 826 81 69 1005 249 239 981 278 PCE 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 MLF 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 Final Vol. : 303 768 219 268 826 81 69 1005 249 239 981 276 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.17 0.21 0.14 0.15 0.23 0.05 0.02 0.19 0.15 0.07 0.19 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.30 0.30 0.16 0.30 0.30 0.13 0.26 0.26 0.13 0.26 0.26 Volume/Cap: 1.03 0.71 0.45 0.91 0.76 0.17 0.16 0.74 0.59 0.55 0.72 0.66 Delay/Veh: 94.9 27.1 23.3 64.0 28.7 20.8 31.4 29.2 27.9 34.3 28.7 30.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 94.9 27.1 23.3 64.0 26.7 20.8 31.4 29.2 27.9 34.3 28.7 30.0 DesignQueue: 12 25 7 10 27 3 3 35 8 9 34 9 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 Q6 MITIG8 - Default Scenario Tue Aug 26, 2003 15:43:58 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #40 Portola Av. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.698 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 25.2 Optimal Cycle: 60 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 18 18 10 18 0 0 0 0 21 0 21 Lanes: 0 0 2 0 1 1 0 2 0 0 0 0 0 0 0 2 0 0 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1002 224 420 849 0 0 0 0 365 0 393 Growth 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 Initial Bse: 0 1002 224 420 849 0 0 0 0 365 0 393 User 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 PHF 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 PHF Volume: 0 1002 224 420 849 0 0 0 0 365 0 393 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1002 224 420 849 0 0 0 0 365 0 393 PCE 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 MLF 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 Final Vol. : 0 1002 224 420 849 0 0 0 0 365 0 393 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 0.85 0.95 0.95 1.00 1.00 1.00 1.00 0.92 1.00 0.85 Lanes: 0.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat. : 0 3610 1615 1805 3610 0 0 0 0 3502 0 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.14 0.23 0.24 0.00 0.00 0.00 0.00 0.10 0.00 0.24 Crit Moves: **** **** **** Green/Cycle: 0.00 0.32 0.32 0.27 0.60 0.00 0.00 0.00 0.00 0.28 0.00 0.28 Volume/Cap: 0.00 0.86 0.43 0.86 0.39 0.00 0.00 0.00 0.00 0.37 0.00 0.86 Delay/Veh: 0.0 30.1 20.5 39.8 8.1 0.0 0.0 0.0 0.0 21.7 0.0 40.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 30.1 20.5 39.8 8.1 0.0 0.0 0.0 0.0 21.7 0.0 40.1 DesignQueue: 0 30 7 14 15 0 0 0 0 11 0 12 ++++*++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++*++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 131 MITIG8 - Default Scenario Tue Aug 26, 2003 15:48:38 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection 441 Portola Av. (NS) / Magnesia Falls Dr. (EW) ******************************************************************************** Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.640 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30.9 Optimal Cycle: 71 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 18 18 10 18 18 10 21 21 10 21 21 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 89 959 28 88 790 203 190 63 53 29 48 168 Growth 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 Initial Bse: 89 959 28 86 790 203 190 63 53 29 48 168 User 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 PHF 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 PHF Volume: 89 959 28 88 790 203 190 63 53 29 48 168 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 959 28 88 790 203 190 63 53 29 48 168 PCE 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 MLF 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 Final Vol. : 89 959 28 88 790 203 190 63 53 29 48 168 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.92 0.92 0.95 0.88 0.88 0.95 0.84 0.84 Lanes: 1.00 1.94 0.06 1.00 1.59 0.41 1.00 1.09 0.91 1.00 1.00 1.00 Final Sat. : 1805 3494 102 1805 2783 715 1805 1825 1536 1805 1594 1594 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.27 0.27 0.05 0.28 0.28 0.11 0.03 0.03 0.02 0.03 0.11 C-._t Moves: **** **** **** **** G ,en/Cycle: 0.13 0.34 0.34 0.13 0.34 0.34 0.13 0.26 0.26 0.13 0.26 0.26 Volume/Cap: 0.39 0.81 0.61 0.39 0.84 0.84 0.84 0.13 0.13 0.13 0.11 0.40 Delay/Veh: 33.4 28.5 28.5 33.3 30.1 30.1 57.9 22.6 22.6 31.4 22.5 24.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.4 28.5 28.5 33.3 30.1 30.1 57.9 22.6 22.6 31.4 22.5 24.8 DesignQueue: 4 30 1 3 25 6 8 2 2 1 2 6 Traffi 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 62 MITIG8 - Default Scenario Tue Aug 26, 2003 15:41:05 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #38 Portola Av. (NS) / Fred Waring Dr. (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.688 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 28.8 Optimal Cycle: 77 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes- 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 2 1 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 130 563 146 92 589 293 240 1521 113 169 1522 347 Growth 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 Initial Bse: 130 563 146 92 589 293 240 1521 113 169 1522 347 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 130 563 0 92 589 0 240 1521 113 169 1522 347 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 130 563 0 92 589 0 240 1521 113 169 1522 347 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 130 563 0 92 589 0 240 1521 113 169 1522 347 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 0.95 0.95 1.00 0.92 0.91 0.85 0.92 0.88 0.88 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1900 1805 3610 1900 3502 5187 1615 3502 5042 1681 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.16 0.00 0.05 0.16 0.00 0.07 0.29 0.07 0.05 0.30 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.24 0.00 0.10 0.24 0.00 0.10 0.44 0.44 0.10 0.44 0.44 Volume/Cap: 0.69 0.64 0.00 0.50 0.68 0.00 0.69 0.67 0.16 0.48 0.69 0.47 Delay/Veh: 53.8 35.6 0.0 44.8 36.7 0.0 49.0 23.3 17.2 43.6 23.6 20.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.8 35.6 0.0 44.8 36.7 0.0 49.0 23.3 17.2 43.6 23.6 20.1 DesignQueue: 7 25 0 5 26 0 12 51 4 9 51 11 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I MITIG8 - Default Scenario Tue Aug 26, 2003 15:49:26 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection 442 Portola Av. (NS) / SR-111 (EW) Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.667 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29.1 Optimal Cycle: 77 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11 --------------- 11 --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes: 2 0 2 0 1 2 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 239 540 244 227 408 276 256 1473 132 175 1238 211 Growth 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 Initial Bse: 239 540 244 227 408 276 256 1473 132 175 1238 211 User 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 PHF 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 PHF Volume: 239 540 244 227 408 276 256 1473 132 175 1238 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 239 540 244 227 408 276 256 1473 132 175 1238 211 PCE 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 MLF 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 Final Vol. : 239 540 244 227 408 276 256 1473 132 175 1238 211 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- 11--------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.15 0.15 0.06 0.11 0.17 0.07 0.28 0.08 0.05 0.24 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.28 0.28 0.12 0.28 0.28 0.15 0.34 0.34 0.12 0.31 0.31 Volume/Cap: 0.58 0.53 0.54 0.55 0.40 0.61 0.49 0.83 0.24 0.42 0.77 0.42 Delay/Veh: 37.6 26.3 27.0 37.0 24.9 28.7 34.0 29.3 20.3 35.5 28.8 23.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.6 26.3 27.0 37.0 24.9 28.7 34.0 29.3 20.3 35.5 28.8 23.8 DesignQueue: 10 19 9 10 14 10 10 49 4 7 43 7 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Default Scenario Fri Aug 29, 2003 06:36:52 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #52 I-10 WB Ramps (NS) / Varner Rd. at Portola Av. (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.730 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 15.4 Optimal Cycle: 49 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 18 0 18 0 0 0 0 15 0 0 15 0 Lanes: 1 0 1! 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 956 0 62 0 0 0 0 1156 0 0 1070 0 Growth 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 Initial Bse: 956 0 62 0 0 0 0 1156 0 0 1070 0 User 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 PHF 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 PHF Volume: 956 0 62 0 0 0 0 1156 0 0 1070 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 956 0 62 0 0 0 0 1156 0 0 1070 0 PCE 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 MLF 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 Final Vol. : 956 0 62 0 0 0 0 1156 0 0 1070 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Lanes: 1.89 0.00 0.11 0.00 0.00 0.00 0.00 2.00 0.00 0.00 2.00 0.00 Final Sat. : 3390 0 206 0 0 0 0 3610 0 0 3610 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.28 0.00 0.30 0.00 0.00 0.00 0.00 0.32 0.00 0.00 0.30 0.00 Crit Moves: **** **** Green/Cycle: 0.41 0.00 0.41 0.00 0.00 0.00 0.00 0.44 0.00 0.00 0.44 0.00 Volume/Cap: 0.69 0.00 0.73 0.00 0.00 0.00 0.00 0.73 0.00 0.00 0.68 0.00 Delay/Veh: 15.8 0.0 16.9 0.0 0.0 0.0 0.0 15.7 0.0 0.0 14.6 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.8 0.0 16.9 0.0 0.0 0.0 0.0 15.7 0.0 0.0 14.6 0.0 DesignQueue: 20 0 1 0 0 0 0 24 0 0 22 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 11&5 MITIG8 - Default Scenario Tue Aug 26, 2003 19:46:34 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection 419 El Paseo - Cabrillo Av. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 65 Critical Vol./Cap. (X) : 0.707 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 33.4 Optimal Cycle: 64 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 21 21 10 15 15 Lanes: 1 0 1 0 2 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 39 50 336 31 84 28 29 1481 60 346 1445 29 Growth Adj : 1.00 1.00 1 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 39 50 6 31 84 28 29 1481 60 346 1445 29 User 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 PHF 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 PHF Volume: 39 50 336 31 84 28 29 1481 60 346 1445 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 39 50 336 31 84 28 29 1481 60 346 1445 29 PCE 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 MLF 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 Final Vol. : 39 50 336 31 84 28 29 1481 60 346 1445 29 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.70 1.00 0.75 0.73 1.00 0.85 0.95 0.90 0.90 0.95 0.91 0.91 Lanes: 1.00 1.00 2.00 1.00 1.00 1.00 1.00 2.88 0.12 1.00 2.94 0.06 Final Sat. : 1332 1900 2842 1381 1900 1615 1805 4955 201 1805 5070 102 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.12 0.02 0.04 0.02 0.02 0.30 0.30 0.19 0.29 0.29 Crit Moves: **** **** **** Green/Cycle: 0.37 0.37 0.37 0.37 0.37 0.37 0.15 0.32 0.32 0.17 0.34 0.34 Volume/Cap: 0.08 0.07 0.32 0.06 0.12 0.05 0.10 0.93 0.93 1.13 0.84 0.84 Delay/Veh: 13.4 13.3 14.8 13.3 13.6 13.2 23.8 30.5 30.5 119.3 23.8 23.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.4 13.3 14.8 13.3 13.6 13.2 23.8 30.5 30.5 119.3 23.8 23.8 DesignQueue: 1 1 8 1 2 1 1 39 2 11 37 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE � 8NU- MITIG8 - Default Scenario Tue Aug 26, 2003 12:55:40 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 Deep Canyon Rd. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.630 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.0 Optimal Cycle: 74 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 10 24 24 10 24 24 10 18 18 10 18 18 Lanes: 1 0 2 0 1 3 0 1 1 0 1 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 138 259 567 272 194 36 55 1696 107 457 1981 345 Growth 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 Initial Bse: 138 259 567 272 194 36 55 1696 107 457 1981 345 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 138 259 0 272 194 36 55 1696 107 457 1981 345 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 138 259 0 272 194 36 55 1696 107 457 1981 345 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 138 259 0 272 194 36 55 1696 107 457 1981 345 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 0.92 0.93 0.93 0.95 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 3.00 1.69 0.31 1.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1900 5253 2972 551 1805 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.07 0.00 0.05 0.07 0.07 0.03 0.33 0.07 0.13 0.38 0.21 Crit Moves: **** Green/Cycle: 0.10 0.24 0.00 0.10 0.24 0.24 0.10 0.39 0.39 0.15 0.44 0.44 Volume/Cap: 0.76 0.30 0.00 0.52 0.27 0.27 0.30 0.85 0.17 0.85 0.87 0.49 Delay/Veh: 61.4 31.3 0.0 43.6 31.1 31.1 42.7 31.6 20.3 53.1 29.2 20.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.4 31.3 0.0 43.6 31.1 31.1 42.7 31.6 20.3 53.1 29.2 20.5 DesignQueue: 7 11 0 14 8 2 3 63 4 22 68 11 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE t MITIGB - Default Scenario Tue Aug 26, 2003 13:13:37 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 Deep Canyon Rd. (NS) / SR-111 (EW) Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.680 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.1 Optimal Cycle: 74 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- 11--------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 18 18 10 18 18 Lanes: 1 0 1 1 0 2 0 1 1 0 2 0 2 1 0 1 0 3 0 1 ------------ I--------------- --------------- ----------- --------------- � Volume Module: Base Vol: 64 188 129 301 247 152 1 1831 67 84 1705 189 Growth 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 Initial Bse: 64 188 129 301 247 152 331 1831 67 84 1705 189 User 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 PHF 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 PHF Volume: 64 188 129 301 247 152 331 1831 67 84 1705 189 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 188 129 301 247 152 331 1831 67 84 1705 189 PCE 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 MLF 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 Final Vol. : 64 188 129 301 247 152 331 1831 67 84 1705 189 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.92 0.90 0.90 0.92 0.91 0.91 0.95 0.91 0.85 Lanes: 1.00 1.19 0.81 2.00 1.24 0.76 2.00 2.89 0.11 1.00 3.00 1.00 Final Sat. : 1805 2010 1379 3502 2107 1297 3502 4979 182 1805 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.09 0.09 0.12 0.12 0.09 0.37 0.37 0.05 0.33 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.25 0.25 0.11 0.25 0.25 0.11 0.41 0.41 0.11 0.41 0.41 Volume/Cap: 0.34 0.37 0.37 0.82 0.46 0.46 0.90 0.90 0.90 0.44 0.80 0.29 Delay/Veh: 40.5 29.5 29.5 54.8 30.5 30.5 65.7 31.6 31.6 41.5 26.8 18.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.5 29.5 29.5 54.8 30.5 30.5 65.7 31.6 31.6 41.5 26.8 18.9 DesignQueue: 3 8 5 15 10 6 16 62 2 4 58 6 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I �t MITIG8 - Default Scenario Tue Aug 26, 2003 14:28:51 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #21 Hospitality Dr. (NS) / SR-111 (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.631 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 26.3 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 15 15 10 15 15 Lanes: 0 1 0 0 1 0 1 0 0 1 1 0 2 1 0 1 0 2 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 86 23 159 43 24 23 21 1712 120 171 1728 39 Growth 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 Initial Bse: 86 23 159 43 24 23 21 1712 120 171 1728 39 User 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 PHF 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 PHF Volume: 86 23 159 43 24 23 21 1712 120 171 1728 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 23 159 43 24 23 21 1712 120 171 1728 39 PCE 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 MLF 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 Final Vol. : 86 23 159 43 24 23 21 1712 120 171 1728 39 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.76 0.76 0.85 0.82 0.82 0.85 0.95 0.90 0.90 0.95 0.91 0.91 Lanes: 0.79 0.21 1.00 0.64 0.36 1.00 1.00 2.80 0.20 1.00 2.93 0.07 Final Sat. : 1135 303 1615 999 557 1615 1805 4799 336 1805 5057 114 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.08 0.10 0.04 0.04 0.01 0.01 0.36 0.36 0.09 0.34 0.34 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.14 0.39 0.39 0.14 0.39 0.39 Volume/Cap: 0.22 0.22 0.29 0.13 0.13 0.04 0.08 0.92 0.92 0.66 0.89 0.89 Delay/Veh: 16.6 16.6 17.1 15.9 15.9 15.4 26.2 28.5 28.5 34.8 25.3 25.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.6 16.6 17.1 15.9 15.9 15.4 26.2 28.5 28.5 34.8 25.3 25.3 DesignQueue: 2 1 4 1 1 1 1 45 3 6 45 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I S1 MITIG8 - Default Scenario Tue Aug 26, 2003 11:56:21 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Cook St. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.962 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 50.1 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 324 1397 83 267 1618 721 647 577 236 90 432 229 Growth 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 Initial Bse: 324 1397 83 267 1618 721 647 577 236 90 432 229 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 324 1397 83 267 1618 721 647 577 0 90 432 229 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 324 1397 83 267 1618 721 647 577 0 90 432 229 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 324 1397 83 267 1618 721 647 577 0 90 432 229 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5167 1900 3502 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.27 0.05 0.08 0.31 0.45 0.18 0.11 0.00 0.03 0.12 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.44 0.44 0.08 0.43 0.43 0.18 0.27 0.00 0.11 0.20 0.20 Volume/Cap: 1.03 0.61 0.12 0.91 0.72 1.03 1.03 0.42 0.00 0.23 0.60 0.71 Delay/Veh: 114.5 26.4 20.1 86.0 29.3 77.2 94.3 36.4 0.0 48.9 45.0 51.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 114.5 26.4 20.1 86.0 29.3 77.2 94.3 36.4 0.0 48.9 45.0 51.9 DesignQueue: 20 56 3 17 66 30 37 29 0 5 24 13 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I go MITIG8 - Default Scenario Thu Aug 28, 2003 19:05:33 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 43 Cook St. (NS) / Frank Sinatra Dr. (EW) Cycle (sec) : 115 Critical Vol./Cap. (X) : 0.815 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 40.3 Optimal Cycle: 84 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 7 24 24 10 24 24 7 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 313 1321 158 121 1464 612 631 256 308 50 249 131 Growth 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 Initial Bse: 313 1321 158 121 1464 612 631 256 308 50 249 131 User 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 PHF 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 PHF Volume: 313 1321 158 121 1464 612 631 256 308 50 249 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 313 1321 158 121 1464 612 631 256 308 50 249 131 PCE 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 MLF 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 Final Vol. : 313 1321 158 121 1464 612 631 256 308 50 249 131 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.25 0.10 0.03 0.28 0.38 0.18 0.05 0.19 0.01 0.05 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.44 0.44 0.06 0.40 0.40 0.19 0.31 0.31 0.09 0.21 0.21 Volume/Cap: 0.94 0.59 0.22 0.57 0.70 0.94 0.94 0.16 0.62 0.16 0.23 0.39 Delay/Veh: 86.7 25.0 20.5 56.1 29.8 55.7 68.0 28.9 36.2 48.5 37.9 39.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 86.7 25.0 20.5 56.1 29.8 55.7 68.0 28.9 36.2 48.5 37.9 39.9 DesignQueue: 19 51 6 7 60 26 34 11 14 3 13 7 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE foil MITIG8 - Default Scenario Tue Aug 26, 2003 11:45:56 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #2 Cook St. (NS) / Country Club Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.735 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30.3 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 241 1207 253 430 1200 140 172 940 257 154 828 356 Growth 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 Initial Bse: 241 1207 253 430 1200 140 172 940 257 154 828 356 User 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 PHF 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 PHF Volume: 241 1207 253 430 1200 140 172 940 257 154 828 356 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 241 1207 253 430 1200 140 172 940 257 154 828 356 PCE 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 MLF 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 Final Vol. : 241 1207 253 430 1200 140 172 940 257 154 828 356 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.23 0.16 0.12 0.23 0.09 0.05 0.18 0.16 0.04 0.16 0.22 Crit Moves **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.55 0.78 0.52 0.98 0.77 0.29 0.39 0.60 0.53 0.35 0.53 0.73 Delay/Veh: 34.4 28.1 24.3 73.2 27.9 21.8 32.8 24.6 24.4 32.5 23.7 30.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.4 28.1 24.3 73.2 27.9 21.8 32.8 24.6 24.4 32.5 23.7 30.9 DesignQueue: 10 40 8 17 40 4 7 31 8 6 27 12 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 0z MITIG8 - Default Scenario Tue Aug 26, 2003 11:58:01 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #6 Cook St. (NS) / Hovley Ln. East (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.941 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 49.4 Optimal Cycle: 120 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 178 1116 312 731 945 189 270 555 186 203 456 558 Growth 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 Initial Bse: 178 1116 312 731 945 189 270 555 186 203 456 558 User 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 PHF 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 PHF Volume: 178 1116 312 731 945 189 270 555 186 203 456 558 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 178 1116 312 731 945 189 270 555 186 203 456 558 PCE 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 MLF 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 Final Vol. : 178 1116 312 731 945 189 270 555 186 203 456 558 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 190D 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3610 1615 3502 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.22 0.19 0.21 0.18 0.12 0.08 0.15 0.12 0.06 0.13 0.35 Crit Moves **** **** **** **** Green/Cycle: 0.08 0.23 0.23 0.22 0.37 0.37 0.08 0.32 0.32 0.13 0.37 0.37 Volume/Cap: 0.61 0.94 0.85 0.94 0.50 0.32 0.93 0.48 0.36 0.44 0.34 0.94 Delay/Veh: 56.9 60.0 60.6 65.5 29.6 27.6 88.3 33.3 32.0 48.6 27.7 60.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.9 60.0 60.6 65.5 29.6 27.6 88.3 33.3 32.0 48.6 27.7 60.3 DesignQueue: 11 61 17 40 42 8 17 26 9 12 20 26 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C13 MITIG8 - Default Scenario Thu Aug 28, 2003 19:09:09 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection 44 Cook St. (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.892 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 44.8 Optimal Cycle: 115 Level Of Service: D +++++++++++++++++*++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Ignore Min. Green: 7 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 119 732 194 474 837 550 600 1569 134 182 1839 454 Growth 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 Initial Bse: 119 732 194 474 837 550 600 1569 134 182 1839 454 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 119 732 194 474 837 0 600 1569 134 162 1839 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 732 194 474 837 0 600 1569 134 182 1839 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 119 732 194 474 837 0 600 1569 134 182 1839 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 0.85 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 3502 5187 1615 3502 5187 1900 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.14 0.12 0.14 0.16 0.00 0.17 0.30 0.08 0.05 0.35 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.20 0.20 0.14 0.27 0.00 0.18 0.47 0.47 0.08 0.38 0.00 Volume/Cap: 0.44 0.71 0.60 0.94 0.61 0.00 0.94 0.64 0.18 0.62 0.94 0.00 Delay/Veh: 54.0 47.0 46.8 77.8 39.4 0.0 71.5 24.4 18.3 57.4 46.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.0 47.0 46.8 77.8 39.4 0.0 71.5 24.4 18.3 57.4 46.5 0.0 DesignQueue: 7 40 11 28 43 0 34 59 5 11 84 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I qy MITIG8 - Default Scenario Tue Aug 26, 2003 17:01:19 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #9 Cook St. (NS) / SR-111 (EW) ******************************************************************************** Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.734 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.7 Optimal Cycle: 80 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 54 202 148 376 240 372 377 1401 65 95 1402 377 Growth 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 Initial Bse: 54 202 148 376 240 372 377 1401 65 95 1402 377 User 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 PHF 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 PHF Volume: 54 202 148 376 240 372 377 1401 65 95 1402 377 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 202 148 376 240 372 377 1401 65 95 1402 377 PCE 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 MLF 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 Final Vol. : 54 202 148 376 240 372 377 1401 65 95 1402 377 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.04 0.09 0.11 0.05 0.23 0.11 0.27 0.04 0.03 0.27 0.23 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.12 0.13 0.31 0.86 0.15 0.77 0.86 0.90 0.13 0.22 0.90 0.78 Delay/Veh: 31.2 20.4 21.9 49.9 20.6 32.8 50.2 34.4 20.5 31.7 34.4 33.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.2 20.4 21.9 49.9 20.6 32.8 50.2 34.4 20.5 31.7 34.4 33.4 DesignQueue: 2 6 5 15 8 12 15 47 2 4 47 12 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 1.s MITIG8 - Default Scenario Fri Aug 29, 2003 15:46:47 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #20 Gerald Ford Dr. (NS) / Frank Sinatra Dr. (EW) ******************************************************************************** Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.752 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 15.8 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 24 0 24 10 18 0 0 18 18 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 3 0 0 0 0 2 1 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 665 0 46 40 273 0 0 419 432 Growth 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 Initial Bse: 0 0 0 665 0 46 40 273 0 0 419 432 User 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 PHF 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 PHF Volume: 0 0 0 665 0 46 40 273 0 0 419 432 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 665 0 46 40 273 0 0 419 432 PCE 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 MLF 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 Final Vol. : 0 0 0 665 0 46 40 273 0 0 419 432 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.26 0.91 1.00 1.00 0.84 0.84 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 3.00 0.00 0.00 2.00 1.00 Final Sat. : 0 0 0 1805 0 1615 492 5187 0 0 3195 1598 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.37 0.00 0.03 0.08 0.05 0.00 0.00 0.13 0.27 Crit Moves: **** **** Green/Cycle: 0.00 0.00 0.00 0.49 0.00 0.49 0.36 0.36 0.00 0.00 0.36 0.36 Volume/Cap: 0.00 0.00 0.00 0.75 0.00 0.06 0.23 0.15 0.00 0.00 0.36 0.75 Delay/Veh: 0.0 0.0 0.0 16.0 0.0 8.1 14.0 13.0 0.0 0.0 14.2 19.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 16.0 0.0 8.1 14.0 13.0 0.0 0.0 14.2 19.7 DesignQueue: 0 0 0 12 0 1 1 6 0 0 9 10 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE IOU MITIG8 - Default Scenario Tue Aug 26, 2003 13:39:27 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 414 Eldorado Dr. (NS) / Country Club Dr. (EW) ******************************************************************************** Cycle (sec) : 95 Critical Vol./Cap. (X) : 0.602 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.7 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 477 75 138 45 94 30 52 993 534 143 820 61 Growth 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 Initial Bse: 477 75 138 45 94 30 52 993 534 143 820 61 User 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 PHF 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 PHF Volume: 477 75 138 45 94 30 52 993 534 143 820 61 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 477 75 138 45 94 30 52 993 534 143 820 61 PCE 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 MLF 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 Final Vol. : 477 75 138 45 94 30 52 993 534 143 820 61 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.14 0.01 0.09 0.01 0.02 0.02 0.01 0.19 0.33 0.04 0.16 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.28 0.28 0.12 0.25 0.25 0.14 0.37 0.37 0.11 0.33 0.33 Volume/Cap: 0.91 0.05 0.30 0.11 0.07 0.07 0.11 0.52 0.91 0.39 0.48 0.11 Delay/Veh: 58.8 24.7 27.0 37.5 27.0 27.1 35.9 23.9 46.1 40.3 25.4 22.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.8 24.7 27.0 37.5 27.0 27.1 35.9 23.9 46.1 40.3 25.4 22.1 DesignQueue: 22 3 5 2 4 1 2 35 19 7 30 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I q-� MITIG8 - Default Scenario Tue Aug 26, 2003 19:40:12 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #15 Eldorado Dr. (NS) / Frank Sinatra Dr. (EW) ******************************************************************************** Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.204 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 19.1 Optimal Cycle: 70 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 24 24 10 24 24 10 15 15 Lanes: 1 0 1 0 1 0 1 0 0 1 1 0 3 0 1 1 0 2 1 0 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 87 27 9 9 19 38 47 791 103 2 774 9 Growth 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 Initial Bse: 87 27 9 9 19 38 47 791 103 2 774 9 User 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 PHF 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 PHF Volume: 87 27 9 9 19 38 47 791 103 2 774 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 87 27 9 9 19 38 47 791 103 2 774 9 PCE 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 MLF 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 Final Vol. : 87 27 9 9 19 38 47 791 103 2 774 9 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.75 1.00 0.85 0.95 0.95 0.85 0.95 0.91 0.85 0.95 0.91 0.91 Lanes: 1.00 1.00 1.00 0.32 0.68 1.00 1.00 3.00 1.00 1.00 2.97 0.03 Final Sat. : 1416 1900 1615 581 1227 1615 1805 5187 1615 1805 5117 60 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.06 0.01 0.01 0.02 0.02 0.02 0.03 0.15 0.06 0.00 0.15 0.15 Crit Moves: **** **** **** Green/Cycle: 0.34 0.34 0.34 0.34 0.34 0.34 0.19 0.34 0.34 0.14 0.29 0.29 Volume/Cap: 0.18 0.04 0.02 0.05 0.05 0.07 0.13 0.44 0.19 0.01 0.52 0.52 Delay/Veh: 16.3 15.4 15.2 15.4 15.4 15.5 23.5 18.0 16.3 25.8 21.0 21.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 16.3 15.4 15.2 15.4 15.4 15.5 23.5 18.0 16.3 25.8 21.0 21.0 DesignQueue: 2 1 0 0 0 1 1 21 3 0 22 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ! qb MITIG8 - Default Scenario Tue Aug 26, 2003 19:42:56 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 Eldorado Dr. (NS) / Hovley Ln. East (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.710 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 23.0 Optimal Cycle: 60 Level of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 15 15 10 24 24 Lanes: 0 0 1! 0 0 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 31 40 9 421 53 135 139 734 48 19 701 444 Growth 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 Initial Bse: 31 40 9 421 53 135 139 734 48 19 701 444 User 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 PHF 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 PHF Volume: 31 40 9 421 53 135 139 734 48 19 701 444 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 40 9 421 53 135 139 734 48 19 701 444 PCE 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 MLF 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 Final Vol. : 31 40 9 421 53 135 139 734 48 19 701 444 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.88 0.88 0.88 0.70 1.00 0.85 0.15 0.94 0.94 0.30 0.89 0.89 Lanes: 0.39 0.50 0.11 1.00 1.00 1.00 1.00 1.88 0.12 1.00 1.22 0.78 Final Sat. : 649 837 188 1338 1900 1615 287 3358 220 572 2082 1319 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.05 0.05 0.31 0.03 0.08 0.48 0.22 0.22 0.03 0.34 0.34 Crit Moves: **** **** Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.45 0.45 0.45 0.45 0.45 0.45 Volume/Cap: 0.14 0.14 0.14 0.90 0.08 0.24 1.08 0.49 0.49 0.07 0.75 0.75 Delay/Veh: 13.4 13.4 13.4 38.5 13.1 14.1 117.7 11.8 11.8 9.5 15.8 15.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.4 13.4 13.4 38.5 13.1 14.1 117.7 11.8 11.8 9.5 15.8 15.8 DesignQueue: 1 1 0 10 1 3 3 14 1 0 14 9 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 191 MITIG8 - Default Scenario Tue Aug 26, 2003 14:14:13 Page 1-1 ----------------------- --------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) *******,r.***,r+,r***,r+**r*��*•*********r,r,r*,r,r*****,r**,r+**+**+**trr*,r,r*+***,t****rr:* Intersection 417 Eldorado Dr. (NS) / SR-111 (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.873 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 28.3 Optimal Cycle: 85 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 24 24 24 24 24 24 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 3 0 1 1 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 38 94 192 413 143 47 66 1645 76 268 1709 361 Growth 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 Initial Bse: 38 94 192 413 143 47 66 1645 76 268 1709 361 User 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 PHF 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 PHF Volume: 38 94 192 413 143 47 66 1645 76 268 1709 361 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 38 94 192 413 143 47 66 1645 76 268 1709 361 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0'-" 1.00 1.00 MLF 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 Final Vol. : 38 94 192 413 143 47 66 1645 76 268 1709 361 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.62 0.95 0.85 0.69 0.91 0.91 0.95 0.91 0.85 0.95 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 1.51 0.49 1.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 1180 3610 1615 1311 2616 860 1805 5187 1615 1805 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.03 0.12 0.32 0.05 0.05 0.04 0.32 0.05 0.15 0.33 0.22 Crit Moves: Green/Cycle: 0.36 0.36 0.36 0.36 0.36 0.36 0.12 0.36 0.36 0.17 0.42 0.42 Volume/Cap: 0.09 0.07 0.33 0.87 0.15 0.15 0.31 0.87 0.13 0.87 0.79 0.54 Delay/Veh: 18.0 17.9 20.0 41.6 18.4 16.4 35.2 30.1 18.2 57.3 23.7 19.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.0 17.9 20.0 41.6 18.4 18.4 35.2 30.1 18.2 57.3 23.7 19.6 DesignQueue: 1 3 6 13 4 1 3 54 2 11 51 10 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I goo MITIG8 - Default Scenario Thu Aug 28, 2003 19:22:46 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 Oasis Club Dr. (NS) / Country Club Dr. ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.702 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 37.4 Optimal Cycle: 74 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 7 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 55 251 90 474 272 16 27 1184 116 37 1051 492 Growth 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 Initial Bse: 55 251 90 474 272 16 27 1184 116 37 1051 492 User 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 PHF 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 PHF Volume: 55 251 90 474 272 16 27 1184 116 37 1051 492 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 251 90 474 272 16 27 1184 116 37 1051 492 PCE 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 MLF 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 Final Vol. : 55 251 90 474 272 16 27 1184 116 37 1051 492 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.07 0.06 0.26 0.08 0.01 0.01 0.23 0.07 0.01 0.20 0.30 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.22 0.22 0.29 0.36 0.36 0.06 0.31 0.31 0.09 0.34 0.34 Volume/Cap: 0.20 0.32 0.26 0.89 0.21 0.03 0.12 0.73 0.23 0.12 0.59 0.89 Delay/Veh: 41.3 36.4 36.0 54.1 24.3 22.6 48.8 35.2 28.1 46.1 30.4 50.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.3 36.4 36.0 54.1 24.3 22.6 48.8 35.2 28.1 46.1 30.4 50.8 DesignQueue: 3 12 4 22 11 1 2 52 5 2 44 21 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE l 101 MITIG8 - Default Scenario Tue Aug 26, 2003 15:32:37 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #33 Oasis Club Dr. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.709 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 31.5 Optimal Cycle: 72 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 21 0 21 21 21 0 0 21 21 Lanes: 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 305 0 38 64 1157 0 0 1233 289 Growth 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 Initial Bse: 0 0 0 305 0 38 64 1157 0 0 1233 289 User 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 PHF 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 PHF Volume: 0 0 0 305 0 38 64 1157 0 0 1233 289 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 305 0 38 64 1157 0 0 1233 289 PCE 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 MLF 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 Final Vol. : 0 0 0 305 0 38 64 1157 0 0 1233 289 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 0.95 0.95 1.00 1.00 0.92 0.92 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 1.00 2.00 0.00 0.00 1.62 0.38 Final Sat. : 0 0 0 1805 0 1615 1805 3610 0 0 2843 666 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.17 0.00 0.02 0.04 0.32 0.00 0.00 0.43 0.43 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.23 0.00 0.23 0.23 0.67 0.00 0.00 0.43 0.43 Volume/Cap: 0.00 0.00 0.00 0.72 0.00 0.10 0.15 0.48 0.00 0.00 1.00 1.00 Delay/Veh: 0.0 0.0 0.0 38.0 0.0 27.2 27.6 7.5 0.0 0.0 48.8 48.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 38.0 0.0 27.2 27.6 7.5 0.0 0.0 48.8 48.8 DesignQueue: 0 0 0 12 0 1 2 21 0 0 39 9 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROS.-ROADS, IRVINE I iOrL MITIG8 - Default Scenario Tue Aug 26, 2003 16:27:24 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #51 Washington St. (NS) / Varner Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.005 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 46.7 Optimal Cycle: 120 Level Of Service: -8- (�I� Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 10 18 18 10 18 18 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 1 1 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 238 2063 930 280 2001 300 56 61 402 400 342 499 Growth 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 Initial Bse: 238 2063 930 280 2001 300 56 61 402 400 342 499 User 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 PHF 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 PHF Volume: 238 2063 930 280 2001 300 56 61 402 400 342 499 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 2063 930 280 2001 300 56 61 402 400 342 499 PCE 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 MLF 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 Final Vol. : 238 2063 930 280 2001 300 56 61 402 400 342 499 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.95 0.95 0.85 0.92 0.87 0.87 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 1.22 1.78 Final Sat. : 3502 5187 1615 3502 5187 1615 1805 3610 1615 3502 2006 2927 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.40 0.58 0.08 0.39 0.19 0.03 0.02 0.25 0.11 0.17 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.46 0.57 0.08 0.46 0.46 0.11 0.25 0.25 0.11 0.25 0.25 Volume/Cap: 0.82 0.87 1.01 0.96 0.84 0.41 0.29 0.07 1.01 1.01 0.67 0.67 Delay/Veh: 70.2 33.1 57.9 96.4 31.7 22.1 50.4 34.7 92.8 100.9 41.7 41.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.2 33.1 57.9 96.4 31.7 22.1 50.4 34.7 92.8 100.9 41.7 41.7 DesignQueue: 15 83 31 17 80 11 3 3 21 24 18 26 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I �o3 MITIG8 - Default Scenario Sat Aug 30, 2003 08:58:19 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - MW 8/29/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #1 Washington St. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 1.131 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 71.4 V/d 71.0 Optimal Cycle: 120 Level Of Service: Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11--------------- 11--------------- 11---------------� Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 21 0 21 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 1 0 0 2 0 0 0 0 0 ------------ I--------------- 11--------------- --------------- --------------- � Volume Module: Base Vol: 0 2451 464 806 1998 0 689 1 975 0 0 0 Growth 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 Initial Bse: 0 2451 464 806 1998 0 689 1 975 0 0 0 User 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 PHF 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 PHF Volume: 0 2451 464 806 1998 0 689 1 975 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2451 464 806 1998 0 689 1 975 0 0 0 PCE 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 MLF 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 Final Vol. : 0 2451 464 806 1998 0 689 1 975 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.91 1.00 0.85 0.85 0.75 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.99 0.01 2.00 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 5187 0 3225 5 2842 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.47 0.29 0.23 0.39 0.00 0.21 0.21 0.34 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.42 0.42 0.20 0.62 0.00 0.30 0.30 0.30 0.00 0.00 0.00 Volume/Cap: 0.00 1.13 0.69 1.13 0.62 0.00 0.70 0.70 1.13 0.00 0.00 0.00 Delay/Veh: 0.0 100 31.5 123.5 14.3 0.0 39.4 39.4 115.1 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 100 31.5 123.5 14.3 0.0 39.4 39.4 115.1 0.0 0.0 0.0 DesignQueue: 0 107 19 45 56 0 34 0 49 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I m MITIG8 - Default Scenario Tue Aug 26, 2003 16:22:58 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #48 Washington St. (NS) / Country Club Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 115 Critical Vol./Cap. (X) : 0.913 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 48.3 Optimal Cycle: 120 Level Of Service: D ++++++++++++++*+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 3 0 2 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 379 1544 45 407 1737 796 1053 636 202 151 678 281 Growth 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 Initial Bse: 379 1544 45 407 1737 796 1053 636 202 151 678 281 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 379 1544 45 407 1737 0 1053 636 202 151 678 281 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 379 1544 45 407 1737 0 1053 636 202 151 678 281 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 379 1544 45 407 1737 0 1053 636 202 151 678 281 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 2.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 5253 3610 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.11 0.30 0.03 0.12 0.33 0.00 0.20 0.18 0.13 0.04 0.13 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.34 0.34 0.13 0.36 0.00 0.21 0.30 0.30 0.12 0.21 0.21 Volume/Cap: 0.94 0.88 0.08 0.88 0.94 0.00 0.94 0.59 0.42 0.35 0.63 0.83 Delay/Veh: 79.7 40.9 25.8 65.6 45.4 0.0 58.7 35.2 32.9 46.6 42.6 59.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 79.7 40.9 25.8 65.6 45.4 0.0 58.7 35.2 32.9 46.6 42.6 59.8 DesignQueue: 22 70 2 23 78 0 56 30 9 9 35 15 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1G5 MITIG8 - Default Scenario Fri Aug 29, 2003 06:34:06 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #50 Washington St. (NS) / Hovley Ln. East (EW) ******************************************************************************** Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.798 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.8 Optimal Cycle: 77 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 21 21 10 21 21 10 24 24 10 18 18 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 321 1465 376 286 1595 226 560 593 308 333 689 170 Growth 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 Initial Bse: 321 1465 376 286 1595 226 560 593 308 333 689 170 User 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 PHF 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 PHF Volume: 321 1465 376 286 1595 226 560 593 308 333 689 170 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 321 1465 376 286 1595 226 560 593 308 333 689 170 PCE 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 MLF 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 Final Vol. : 321 1465 376 286 1595 226 560 593 308 333 689 170 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3610 1615 3502 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.28 0.23 0.08 0.31 0.14 0.16 0.16 0.19 0.10 0.19 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.34 0.34 0.12 0.34 0.34 0.19 0.28 0.28 0.12 0.21 0.21 Volume/Cap: 0.78 0.83 0.68 0.69 0.90 0.41 0.85 0.58 0.68 0.81 0.90 0.50 Delay/Veh: 45.6 29.1 27.6 41.1 33.4 21.9 43.5 27.0 31.0 47.9 46.4 30.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.6 29.1 27.6 41.1 33.4 21.9 43.5 27.0 31.0 47.9 46.4 30.7 DesignQueue: 14 49 12 12 54 7 22 21 11 14 27 6 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 160 MITIG8 - Default Scenario Tue Aug 26, 2003 16:23:32 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #49 Washington St. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.282 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 102.3 Optimal Cycle: 120 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 5 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 Growth 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 Initial Bse: 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 User 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 PHF 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 PHF Volume: 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 PCE 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 MLF 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 Final Vol. : 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.33 0.20 0.03 0.09 0.20 0.12 0.07 0.21 0.61 0.01 0.27 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.23 0.20 0.20 0.23 0.20 0.20 0.08 0.43 0.43 0.04 0.39 0.39 Volume/Cap: 1.43 1.00 0.14 0.39 0.99 0.60 0.82 0.48 1.43 0.29 0.71 0.46 Delay/Veh: 248.3 75.3 39.7 39.2 73.8 46.7 70.2 25.0 237.7 56.9 32.3 28.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 248.3 75.3 39.7 39.2 73.8 46.7 70.2 25.0 237.7 56.9 32.3 28.0 DesignQueue: 65 58 2 16 58 11 15 43 44 3 62 12 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1m MITIG8 - Default Scenario Tue Aug 26, 2003 16:16:30 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 447 Varner Rd. (NS) / I-10 WB Ramps (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.423 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 11.8 Optimal Cycle: 52 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 10 15 0 0 15 15 18 0 18 0 0 0 Lanes: 2 0 2 0 0 0 0 3 0 1 2 0 0 0 1 0 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 140 1011 0 0 821 450 231 0 30 0 0 0 Growth 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 Initial Bse: 140 1011 0 0 821 450 231 0 30 0 0 0 User 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 PHF 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 PHF Volume: 140 1011 0 0 821 450 231 0 30 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 140 1011 0 0 821 450 231 0 30 0 0 0 PCE 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 MLF 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 Final Vol. : 140 1011 0 0 821 450 231 0 30 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 3.00 1.00 2.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 3502 3610 0 0 5187 1615 3502 0 1615 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.28 0.00 0.00 0.16 0.28 0.07 0.00 0.02 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.10 0.73 0.00 0.00 0.63 0.63 0.18 0.00 0.18 0.00 0.00 0.00 Volume/Cap: 0.40 0.38 0.00 0.00 0.25 0.44 0.37 0.00 0.10 0.00 0.00 0.00 Delay/Veh: 42.9 5.2 0.0 0.0 8.2 9.8 36.4 0.0 34.4 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.9 5.2 0.0 0.0 6.2 9.8 36.4 0.0 34.4 0.0 0.0 0.0 DesignQueue: 7 16 0 0 18 10 11 0 1 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE APPENDIX J INTERSECTION ANALYSIS WORKSHEETS FOR IMPROVEMENTS TO LOS "D" OR BETTER MITIG8 - Default Scenario Thu Aug 28, 2003 14:03:27 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis With LOS D Improvements Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 423 Ramon Rd. - Bob Hope Dr. (NS) / I-10 WB Ramps (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.692 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 19.9 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 10 15 0 0 15 15 0 0 0 24 0 24 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 2 0 0 0 2 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 560 1668 0 0 1178 585 0 0 0 705 0 696 Growth 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 Initial Bse: 560 1668 0 0 1178 585 0 0 0 705 0 696 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 560 1668 0 0 1178 0 0 0 0 705 0 696 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 560 1668 0 0 1178 0 0 0 0 705 0 696 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 560 1668 0 0 1178 0 0 0 0 705 0 696 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.92 1.00 0.75 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat. : 3502 5187 0 0 5187 1900 0 0 0 3502 0 2842 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.16 0.32 0.00 0.00 0.23 0.00 0.00 0.00 0.00 0.20 0.00 0.24 Crit Moves: **** **** **** Green/Cycle: 0.19 0.45 0.00 0.00 0.26 0.00 0.00 0.00 0.00 0.40 0.00 0.40 Volume/Cap: 0.86 0.71 0.00 0.00 0.86 0.00 0.00 0.00 0.00 0.50 0.00 0.61 Delay/Veh: 34.9 14.4 0.0 0.0 26.8 0.0 0.0 0.0 0.0 13.8 0.0 15.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.9 14.4 0.0 0.0 26.8 0.0 0.0 0.0 0.0 13.8 0.0 15.3 DesignQueue: 16 33 0 0 31 0 0 0 0 15 0 15 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V MITIG8 - Default Scenario Tue Sep 2, 2003 14:36:53 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis With LOS D Improvements Urban Crossroads - JN: 00055 - MW 9/02/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #46 SR-111 (NS) / Fred Waring Dr. (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.479 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 28.9 Optimal Cycle: 80 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 24 24 10 24 24 7 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 2 0 1 ------------I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 32 1267 30 581 1152 20 21 17 15 40 50 558 Growth 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 Initial Bse: 32 1267 30 581 1152 20 21 17 15 40 50 558 User 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 PHF 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 PHF Volume: 32 1267 30 581 1152 20 21 17 15 40 50 558 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 1267 30 581 1152 20 21 17 15 40 50 558 PCE 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 MLF 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 Final Vol. : 32 1267 30 581 1152 20 21 17 15 40 50 558 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.85 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3216 1608 3502 3610 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.24 0.02 0.17 0.22 0.01 0.01 0.01 0.01 0.01 0.01 0.35 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.35 0.35 0.24 0.49 0.49 0.07 0.22 0.22 0.09 0.24 0.47 Volume/Cap: 0.10 0.71 0.05 0.71 0.45 0.03 0.09 0.02 0.04 0.13 0.06 0.73 Delay/Veh: 46.0 32.4 24.0 41.4 18.5 14.4 48.0 33.8 34.0 46.2 32.3 26.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 32.4 24.0 41.4 18.5 14.4 48.0 33.8 34.0 46.2 32.3 26.7 DesignQueue: 2 54 1 28 38 1 1 1 1 2 2 19 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Default Scenario Tue Sep 2, 2003 13:46:56 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - MW 8/29/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #1 Washington St. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.745 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 19.6 Optimal Cycle: 60 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Permitted Protected Permitted Permitted Rights: Include Include Ignore Include Min. Green: 0 15 15 10 15 0 21 0 21 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 1 0 0 2 0 0 0 0 0 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1913 447 490 1340 0 490 1 856 0 0 0 Growth 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 Initial Bse: 0 1913 447 490 1340 0 490 1 856 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1913 447 490 1340 0 490 1 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1913 447 490 1340 0 490 1 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 0 1913 447 490 1340 0 490 1 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.91 1.00 0.85 0.85 0.88 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.99 0.01 2.00 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 5187 0 3223 7 3344 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.37 0.28 0.14 0.26 0.00 0.15 0.15 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.45 0.45 0.17 0.63 0.00 0.26 0.26 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.81 0.61 0.81 0.41 0.00 0.58 0.58 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 21.2 18.1 40.3 7.7 0.0 26.7 26.7 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 21.2 18.1 40.3 7.7 0.0 26.7 26.7 0.0 0.0 0.0 0.0 DesignQueue: 0 51 12 19 24 0 17 0 0 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J1�- MITIG8 - Default Scenario Thu Aug 28, 2003 09:31:33 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis With LOS D Improvements Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection 449 Washington St. (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.630 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.7 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 497 812 23 158 910 199 271 812 495 31 758 209 Growth 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 Initial Bse: 497 812 23 158 910 199 271 812 495 31 758 209 User 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 PHF 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 PHF Volume: 497 812 23 158 910 199 271 812 495 31 758 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 497 812 23 158 910 199 271 812 495 31 758 209 PCE 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 MLF 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 Final Vol. : 497 812 23 158 910 199 271 812 495 31 758 209 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.14 0.16 0.01 0.05 0.18 0.12 0.08 0.16 0.31 0.01 0.15 0.13 Crit Moves: **** **** * +* **** Green/Cycle: 0.18 0.32 0.32 0.13 0.28 0.28 0.12 0.28 0.46 0.12 0.28 0.28 Volume/Cap: 0.80 0.48 0.04 0.33 0.62 0.44 0.66 0.55 0.67 0.08 0.52 0.46 Delay/Veh: 41.2 23.3 19.7 33.7 27.4 25.6 39.7 26.4 20.3 33.5 26.0 25.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.2 23.3 19.7 33.7 27.4 25.6 39.7 26.4 20.3 33.5 26.0 25.9 DesignQueue: 20 27 1 7 32 7 12 29 14 1 27 7 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J[P MITIG8 - Default Scenario Thu Aug 28, 2003 09:25:48 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis With LOS D Improvements Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #23 Ramon Rd. - Bob Hope Dr. (NS) / I-10 WB Ramps (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.871 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 35.5 Optimal Cycle: 96 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Include Min. Green: 10 18 0 0 18 18 0 0 0 24 0 24 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 2 0 0 0 2 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 810 1426 0 0 1795 648 0 0 0 800 0 604 Growth 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 Initial Bse: 810 1426 0 0 1795 648 0 0 0 800 0 604 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 810 1426 0 0 1795 0 0 0 0 800 0 604 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 810 1426 0 0 1795 0 0 0 0 800 0 604 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 810 1426 0 0 1795 0 0 0 0 800 0 604 ------------I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.92 1.00 0.75 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 2.00 0.00 2.00 Final Sat. : 3502 5187 0 0 5187 1900 0 0 0 3502 0 2842 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.23 0.27 0.00 0.00 0.35 0.00 0.00 0.00 0.00 0.23 0.00 0.21 Crit Moves: **** **** **** Green/Cycle: 0.27 0.66 0.00 0.00 0.40 0.00 0.00 0.00 0.00 0.26 0.00 0.26 Volume/Cap: 0.87 0.41 0.00 0.00 0.87 0.00 0.00 0.00 0.00 0.87 0.00 0.81 Delay/Veh: 51.1 9.5 0.0 0.0 37.7 0.0 0.0 0.0 0.0 51.4 0.0 48.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 51.1 9.5 0.0 0.0 37.7 0.0 0.0 0.0 0.0 51.4 0.0 48.1 DesignQueue: 42 34 0 0 79 0 0 0 0 42 0 31 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J1 MITIG8 - Default Scenario Tue Sep 2, 2003 14:36:14 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis With LOS D Improvements Urban Crossroads - JN: 00055 - MW 9/02/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #46 SR-111 (NS) / Fred Waring Dr. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.659 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 36.2 Optimal Cycle: 80 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 24 24 10 24 24 7 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 2 0 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 57 1306 125 832 1318 75 98 117 70 190 143 805 Growth 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 Initial Bse: 57 1306 125 832 1318 75 98 117 70 190 143 805 User 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 PHF 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 PHF Volume: 57 1306 125 832 1318 75 98 117 70 190 143 805 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 1306 125 832 1318 75 98 117 70 190 143 805 PCE 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 MLF 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 Final Vol. : 57 1306 125 832 1318 75 98 117 70 190 143 805 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.86 0.86 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3264 1632 3502 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.25 0.08 0.24 0.25 0.05 0.03 0.04 0.04 0.05 0.04 0.50 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.28 0.28 0.26 0.44 0.44 0.07 0.24 0.24 0.10 0.27 0.53 Volume/Cap: 0.16 0.91 0.28 0.91 0.58 0.11 0.40 0.15 0.18 0.54 0.15 0.94 Delay/Veh: 41.4 43.4 28.6 48.1 21.4 16.5 45.6 30.0 30.3 44.6 27.8 39.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.4 43.4 28.6 48.1 21.4 16.5 45.6 30.0 30.3 44.6 27.8 39.1 DesignQueue: 3 56 5 36 44 2 5 5 3 10 6 24 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 3% MITIG8 - Default Scenario Sat Aug 30, 2003 09:04:09 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - MW 8/29/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #1 Washington St. (NS) / I-10 EB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.991 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 40.3 Optimal Cycle: 120 Level Of Service: D ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 ---------------� Control: Permitted Protected Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 0 15 15 10 15 0 21 0 21 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 1 0 0 2 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 2451 464 806 1998 0 689 1 975 0 0 0 Growth 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 Initial Bse: 0 2451 464 806 1998 0 689 1 975 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 2451 464 806 1998 0 689 1 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2451 464 806 1998 0 689 1 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 0 2451 464 806 1998 0 689 1 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.91 1.00 0.85 0.85 0.88 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.99 0.01 2.00 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 5187 0 3225 5 3344 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.47 0.29 0.23 0.39 0.00 0.21 0.21 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.48 0.48 0.23 0.71 0.00 0.22 0.22 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.99 0.60 0.99 0.54 0.00 0.99 0.99 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 47.0 24.4 75.0 8.4 0.0 78.6 78.6 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 47.0 24.4 75.0 8.4 0.0 78.6 78.6 0.0 0.0 0.0 0.0 DesignQueue: 0 96 17 44 43 0 38 0 0 0 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Default Scenario Fri Aug 29, 2003 06:24:47 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis With LOS D Improvements Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) +++++++++++++++++++++++++++++++++*++++++++++++++++++++++++++++++++++++++++++++++ Intersection #49 Washington St. (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.966 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 54.7 Optimal Cycle: 120 Level Of Service: D ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------11 --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 24 24 10 24 24 7 24 24 5 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 Growth 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 Initial Bse: 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 User 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 PHF 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 PHF Volume: 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 PCE 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 MLF 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 Final Vol. : 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.33 0.20 0.03 0.09 0.20 0.12 0.07 0.21 0.61 0.01 0.27 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.34 0.20 0.20 0.35 0.21 0.21 0.07 0.31 0.65 0.04 0.28 0.28 Volume/Cap: 0.97 1.00 0.14 0.26 0.97 0.58 0.97 0.67 0.94 0.29 0.97 0.63 Delay/Veh: 57.1 75.3 39.7 28.1 67.1 45.6 103.3 37.1 33.7 56.9 58.7 40.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.1 75.3 39.7 28.1 67.1 45.6 103.3 37.1 33.7 56.9 58.7 40.4 DesignQueue: 55 58 2 14 57 11 15 52 27 3 72 14 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �' V APPENDIX K INTERSECTION ANALYSIS WORKSHEETS FOR IMPROVEMENTS TO LOS °C" OR BETTER MITIG8 - Default Scenario Wed Aug 27, 2003 09:45:28 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 423 Ramon Rd. - Bob Hope Dr. (NS) / I-10 WB Ramps (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.692 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 20.7 Optimal Cycle: 60 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Ignore Min. Green: 10 15 0 0 15 15 0 0 0 24 0 24 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 2 0 0 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 560 1668 0 0 1178 585 0 0 0 705 0 696 Growth 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 Initial Bse: 560 1668 0 0 1178 585 0 0 0 705 0 696 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 560 1668 0 0 1178 0 0 0 0 705 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 560 1668 0 0 1178 0 0 0 0 705 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 560 1668 0 0 1178 0 0 0 0 705 0 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.92 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat. : 3502 5187 0 0 5187 1900 0 0 0 3502 0 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.16 0.32 0.00 0.00 0.23 0.00 0.00 0.00 0.00 0.20 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.45 0.00 0.00 0.26 0.00 0.00 0.00 0.00 0.40 0.00 0.00 Volume/Cap: 0.86 0.71 0.00 0.00 0.86 0.00 0.00 0.00 0.00 0.50 0.00 0.00 Delay/Veh: 34.9 14.4 0.0 0.0 26.8 0.0 0.0 0.0 0.0 13.8 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.9 14.4 0.0 0.0 26.8 0.0 0.0 0.0 0.0 13.8 0.0 0.0 DesignQueue: 16 33 0 0 31 0 0 0 0 15 0 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 -3 MITIG8 - Default Scenario Thu Aug 28, 2003 19:31:27 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis With LOS D Improvements Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #22 Ramon Rd. - Bob Hope Dr. (NS) / I-10 EB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.787 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 21.6 Optimal Cycle: 60 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 15 0 10 15 0 24 0 24 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1655 0 488 1396 0 573 0 633 0 0 0 Growth 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 Initial Bse: 0 1655 0 488 1396 0 573 0 633 0 0 0 User 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 PHF 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 PHF Volume: 0 1655 0 488 1396 0 573 0 633 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1655 0 488 1396 0 573 0 633 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1655 0 488 1396 0 573 0 633 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 0.92 0.91 1.00 0.90 1.00 0.90 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.48 0.00 1.52 0.00 0.00 0.00 Final Sat. : 0 5187 1900 3502 5187 0 2522 0 2607 0 0 ------------ I --------------- --------------- --------------- -------------- Capacity Analysis Module: Vol/Sat: 0.00 0.32 0.00 0.14 0.27 0.00 0.23 0.00 0.24 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.37 0.00 0.16 0.53 0.00 0.34 0.00 0.34 0.00 0.00 0.00 Volume/Cap: 0.00 0.87 0.00 0.87 0.51 0.00 0.66 0.00 0.71 0.00 0.00 0.00 Delay/Veh: 0.0 25.1 0.0 42.1 10.8 0.0 20.5 0.0 21.4 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 25.1 0.0 42.1 10.8 0.0 20.5 0.0 21.4 0.0 0.0 0.0 DesignQueue: 0 44 0 16 27 0 15 0 17 0 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Kq MITIG8 - Default Scenario Tue Sep 2, 2003 14:34:43 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 9/02/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #46 SR-111 (NS) / Fred Waring Dr. (EW) ******************************************************************************** Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.479 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29.3 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- II--------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Ignore Min. Green: 10 24 24 10 24 24 7 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 32 1267 30 581 1152 20 21 17 15 40 50 558 Growth 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 Initial Bse: 32 1267 30 581 1152 20 21 17 15 40 50 558 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 32 1267 30 581 1152 20 21 17 15 40 50 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 1267 30 581 1152 20 21 17 15 40 50 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 32 1267 30 581 1152 20 21 17 15 40 50 0 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.85 0.85 0.92 0.95 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3216 1608 3502 3610 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.01 0.24 0.02 0.17 0.22 0.01 0.01 0.01 0.01 0.01 0.01 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.35 0.35 0.24 0.49 0.49 0.07 0.22 0.22 0.09 0.24 0.00 Volume/Cap: 0.10 0.71 0.05 0.71 0.45 0.03 0.09 0.02 0.04 0.13 0.06 0.00 Delay/Veh: 46.0 32.4 24.0 41.4 18.5 14.4 48.0 33.8 34.0 46.2 32.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 32.4 24.0 41.4 18.5 14.4 48.0 33.8 34.0 46.2 32.3 0.0 DesignQueue: 2 54 1 28 38 1 1 1 1 2 2 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Default Scenario Fri Aug 29, 2003 14:44:54 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis With LOS C Improvements AlLt1 Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #25 Monterey Av. (NS) / Dinah Shore Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.589 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.6 Optimal Cycle: 80 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Ovl Ignore Min. Green: 10 24 24 10 24 24 10 24 24 10 10 10 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 1 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 280 1411 22 444 1081 714 459 537 240 15 471 448 Growth 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 Initial Bse: 280 1411 22 444 1081 714 459 537 240 15 471 448 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 280 1411 22 444 1081 0 459 537 240 15 471 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 280 1411 22 444 1081 0 459 537 240 15 471 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 280 1411 22 444 1081 0 459 537 240 15 471 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 0.85 0.95 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 3502 5187 1615 1805 5187 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.27 0.01 0.13 0.21 0.00 0.13 0.10 0.15 0.01 0.09 0.00 Crit Moves **** **** **** ***+ Green/Cycle: 0.14 0.33 0.33 0.16 0.35 0.00 0.27 0.27 0.41 0.11 0.11 0.00 Volume/Cap: 0.56 0.82 0.04 0.82 0.60 0.00 0.49 0.39 0.36 0.07 0.82 0.00 Delay/Veh: 37.2 30.6 20.3 46.0 25.0 0.0 28.3 27.2 18.7 36.0 48.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.2 30.6 20.3 46.0 25.0 0.0 28.3 27.2 18.7 36.0 48.0 0.0 DesignQueue: 12 50 1 19 37 0 17 20 7 1 21 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE HP MITIG8 - Default Scenario Fri Aug 29, 2003 14:46:08 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis With LOS C Improvements P14� Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #25 Monterey Av. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.679 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29.2 Optimal Cycle: 77 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Ignore Ovl Ignore Min. Green: 10 24 24 10 10 10 10 24 24 7 21 21 Lanes: 2 0 3 0 1 2 0 3 0 1 3 0 2 0 1 1 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 280 1411 22 444 1081 714 459 537 240 15 471 448 Growth 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 Initial Bse: 280 1411 22 444 1081 714 459 537 240 15 471 448 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 280 1411 22 444 1081 0 459 537 240 15 471 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 280 1411 22 444 1081 0 459 537 240 15 471 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 280 1411 22 444 1081 0 459 537 240 15 471 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 0.95 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 2.00 1.00 1.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 5253 3610 1615 1805 5187 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.27 0.01 0.13 0.21 0.00 0.09 0.15 0.15 0.01 0.09 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.32 0.32 0.15 0.34 0.00 0.13 0.30 0.43 0.09 0.26 0.00 Volume/Cap: 0.64 0.66 0.04 0.86 0.62 0.00 0.70 0.50 0.35 0.09 0.35 0.00 Delay/Veh: 36.5 30.7 19.0 47.3 22.9 0.0 36.9 23.4 15.8 33.8 24.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.5 30.7 19.0 47.3 22.9 0.0 36.9 23.4 15.8 33.8 24.1 0.0 DesignQueue: 11 46 1 17 34 0 18 17 6 1 16 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE --7 MITIG8 - Default Scenario Wed Aug 27, 2003 09:35:03 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #7 Cook St. (NS) / I-10 EB Ramps (EW) ++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.626 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 19.5 Optimal Cycle: 63 Level Of Service: B ++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Protected Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 15 15 15 15 15 15 24 24 24 0 0 0 Lanes: 0 0 2 1 0 1 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1538 422 260 1412 0 143 2 699 0 0 0 Growth 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 Initial Bse: 0 1538 422 260 1412 0 143 2 699 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1538 422 260 1412 0 143 2 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1538 422 260 1412 0 143 2 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 0 1538 422 260 1412 0 143 2 0 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 0.85 0.85 1.00 1.00 1.00 1.00 Lanes: 0.00 2.35 0.65 1.00 3.00 0.00 1.97 0.03 1.00 0.00 0.00 0.00 Final Sat. : 0 3940 1081 1805 5187 0 3185 45 1900 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.39 0.14 0.27 0.00 0.04 0.04 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.53 0.53 0.20 0.73 0.00 0.20 0.20 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.74 0.74 0.74 0.38 0.00 0.22 0.22 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 22.9 22.9 53.3 6.3 0.0 40.4 40.4 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 22.9 22.9 53.3 6.3 0.0 40.4 40.4 0.0 0.0 0.0 0.0 DesignQueue: 0 53 15 14 28 0 8 0 0 0 0 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 14 MITIG8 - Default Scenario Fri Aug 29, 2003 15:50:07 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #5 Cook St. (NS) / Gerald Ford Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.553 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.3 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ovl Ignore Ovl Min. Green: 10 24 24 10 24 24 10 24 24 7 10 10 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 654 1279 81 179 1413 519 482 115 515 56 202 199 Growth 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 Initial Bse: 654 1279 81 179 1413 519 482 115 515 56 202 199 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 654 1279 81 179 1413 519 482 115 0 56 202 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 654 1279 81 179 1413 519 482 115 0 56 202 199 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 654 1279 81 179 1413 519 482 115 0 56 202 199 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1900 3502 3610 1615 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.19 0.25 0.05 0.05 0.27 0.32 0.14 0.02 0.00 0.02 0.06 0.12 Crit Moves: **** **** **** **+* Green/Cycle: 0.26 0.56 0.56 0.08 0.38 0.56 0.18 0.20 0.00 0.06 0.08 0.17 Volume/Cap: 0.72 0.44 0.09 0.61 0.72 0.58 0.79 0.11 0.00 0.27 0.67 0.74 Delay/Veh: 43.0 15.6 12.4 57.0 32.9 18.4 54.0 39.3 0.0 54.8 59.2 57.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.0 15.6 12.4 57.0 32.9 18.4 54.0 39.3 0.0 54.8 59.2 57.9 DesignQueue: 34 40 2 11 62 17 27 6 0 4 13 11 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �� MITIG8 - Default Scenario Wed Aug 27, 2003 08:58:57 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #3 Cook St. (NS) / Frank Sinatra Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ cycle (sec) : 110 Critical Vol./Cap. (X) : 0.552 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.8 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 24 24 7 10 10 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 144 1507 39 129 1198 542 565 164 166 43 254 96 Growth 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 Initial Bse: 144 1507 39 129 1198 542 565 164 166 43 254 96 User 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 PHF 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 PHF Volume: 144 1507 39 129 1196 542 565 164 166 43 254 96 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 1507 39 129 1198 542 565 164 166 43 254 96 PCE 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 MLF 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 Final Vol. : 144 1507 39 129 1198 542 565 164 166 43 254 96 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5167 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.29 0.02 0.04 0.23 0.34 0.16 0.03 0.10 0.01 0.05 0.06 Crit Moves: **** +*** **** **** Green/Cycle: 0.09 0.52 0.52 0.09 0.52 0.52 0.19 0.22 0.22 0.06 0.09 0.09 Volume/Cap: 0.45 0.56 0.05 0.41 0.45 0.65 0.85 0.14 0.47 0.19 0.54 0.65 Delay/Veh: 48.4 18.3 13.1 48.0 16.7 21.0 52.6 34.8 38.5 49.2 49.0 58.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.4 18.3 13.1 48.0 16.7 21.0 52.6 34.8 38.5 49.2 49.0 58.5 DesignQueue: 8 48 1 7 37 17 29 8 8 2 14 5 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE !�O MITIGS - Default Scenario Wed Aug 27, 2003 09:32:08 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #6 Cook St. (NS) / Hovley Ln. East (EW) Cycle (sec) : 105 Critical Vol./Cap. (X) : 0.606 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.6 Optimal Cycle: 77 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 129 1088 155 561 907 217 176 320 166 175 421 499 Growth 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 Initial Bse: 129 1088 155 561 907 217 176 320 166 175 421 499 User 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 PHF 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 PHF Volume: 129 1088 155 561 907 217 176 320 166 175 421 499 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 129 1088 155 561 907 217 176 320 166 175 421 499 PCE 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 MLF 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 Final Vol. : 129 1088 155 561 907 217 176 320 166 175 421 499 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3610 1615 3502 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.04 0.21 0.10 0.16 0.17 0.13 0.05 0.09 0.10 0.05 0.12 0.31 Crit Moves **** **** **** **** Green/Cycle: 0.18 0.32 0.32 0.24 0.38 0.38 0.10 0.23 0.23 0.10 0.23 0.47 Volume/Cap: 0.20 0.66 0.30 0.66 0.46 0.35 0.53 0.39 0.45 0.52 0.51 0.65 Delay/Veh: 36.7 31.8 27.3 37.7 24.6 23.6 46.8 34.6 35.7 46.8 35.9 23.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.7 31.8 27.3 37.7 24.6 23.6 46.8 34.6 35.7 46.8 35.9 23.3 DesignQueue: 6 46 6 26 34 8 9 15 8 9 20 17 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 4 MITIG8 - Default Scenario Thu Aug 28, 2003 19:10:25 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 44 Cook St. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.740 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30.1 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11--------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Ignore Min. Green: 7 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 4 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 104 967 197 424 814 716 379 941 167 190 1474 600 Growth 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 Initial Bse: 104 967 197 424 814 716 379 941 167 190 1474 600 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 104 967 197 424 814 0 379 941 167 190 1474 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 104 967 197 424 814 0 379 941 167 190 1474 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 104 967 197 424 814 0 379 941 167 190 1474 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 0.85 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 3502 5187 1615 3502 6916 1900 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.03 0.19 0.12 0.12 0.16 0.00 0.11 0.18 0.10 0.05 0.21 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.30 0.30 0.13 0.33 0.00 0.13 0.30 0.30 0.13 0.30 0.00 Volume/Cap: 0.31 0.62 0.41 0.97 0.48 0.00 0.87 0.60 0.34 0.43 0.71 0.00 Delay/Veh: 34.2 24.9 22.9 69.7 21.6 0.0 50.7 24.6 22.3 33.1 26.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.2 24.9 22.9 69.7 21.6 0.0 50.7 24.6 22.3 33.1 26.1 0.0 DesignQueue: 4 31 6 17 25 0 15 31 5 7 48 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Default Scenario Tue Aug 26, 2003 16:59:55 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #9 Cook St. (NS) / SR-111 (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.837 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.6 Optimal Cycle: 92 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 5 10 10 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 30 130 50 522 144 390 360 1391 37 94 1486 647 Growth 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 Initial Bse: 30 130 50 522 144 390 360 1391 37 94 1486 647 User 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 PHF 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 PHF Volume: 30 130 50 522 144 390 360 1391 37 94 1486 647 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 130 50 522 144 390 360 1391 37 94 1486 647 PCE 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 MLF 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 Final Vol. : 30 130 50 522 144 390 360 1391 37 94 1486 647 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- ---------------► Capacity Analysis Module: Vol/Sat: 0.01 0.03 0.03 0.15 0.03 0.24 0.10 0.27 0.02 0.03 0.29 0.40 Crit Moves: **** **** **** +++* Green/Cycle: 0.04 0.08 0.08 0.24 0.28 0.28 0.12 0.50 0.50 0.08 0.46 0.46 Volume/Cap: 0.21 0.30 0.37 0.63 0.10 0.87 0.87 0.54 0.05 0.32 0.62 0.87 Delay/Veh: 56.3 52.1 53.8 42.7 32.2 57.5 69.4 21.0 15.6 52.5 24.9 39.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.3 52.1 53.8 42.7 32.2 57.5 69.4 21.0 15.6 52.5 24.9 39.6 DesignQueue: 2 8 3 28 7 20 22 50 1 6 57 26 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1�13 Default Scenario Fri Aug 29, 2003 11:00:40 Page 2-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #10 Oasis Club Dr. (NS) / Country Club Dr. Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.501 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 31.7 Optimal Cycle: 74 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- J - Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 10 24 24 10 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 122 114 63 326 89 25 19 934 49 30 874 354 Growth 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 Initial Bse: 122 114 63 326 89 25 19 934 49 30 874 354 User 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 PHF 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 PHF Volume: 122 114 63 326 89 25 19 934 49 30 874 354 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 122 114 63 326 89 25 19 934 49 30 874 354 PCE 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 MLF 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 Final Vol. : 122 114 63 326 89 25 19 934 49 30 874 354 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.03 0.04 0.18 0.02 0.02 0.01 0.18 0.03 0.01 0.17 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.30 0.30 0.20 0.35 0.35 0.13 0.26 0.26 0.13 0.26 0.26 Volume/Cap: 0.46 0.11 0.13 0.90 0.07 0.04 0.04 0.69 0.12 0.07 0.64 0.84 Delay/Veh: 32.5 20.3 20.5 56.2 17.2 17.0 30.8 28.0 22.6 31.0 27.2 41.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.5 20.3 20.5 56.2 17.2 17.0 30.8 28.0 22.6 31.0 27.2 41.3 DesignQueue: 5 4 2 12 3 1 1 32 2 1 30 12 Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE W MITIG8 - Default Scenario Wed Aug 27, 2003 10:18:21 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #51 Washington St. (NS) / Varner Rd. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.668 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.5 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ovl Include Ovl Include Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 1 1 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 304 1499 905 110 1411 279 19 34 195 376 255 280 Growth 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 Initial Bse: 304 1499 905 110 1411 279 19 34 195 376 255 280 User 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 PHF 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 PHF Volume: 304 1499 905 110 1411 279 19 34 195 376 255 280 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 304 1499 905 110 1411 279 19 34 195 376 255 280 PCE 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 MLF 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 Final Vol. : 304 1499 905 110 1411 279 19 34 195 376 255 280 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.95 0.95 0.85 0.92 0.88 0.88 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 1.43 1.57 Final Sat. : 3502 5187 1615 3502 5187 1615 1805 3610 1615 3502 2380 2613 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.29 0.56 0.03 0.27 0.17 0.01 0.01 0.12 0.11 0.11 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.50 0.62 0.08 0.44 0.44 0.09 0.20 0.34 0.12 0.22 0.22 Volume/Cap: 0.62 0.58 0.91 0.38 0.62 0.39 0.11 0.05 0.35 0.91 0.48 0.48 Delay/Veh: 50.9 21.6 32.0 52.9 26.3 23.0 50.1 38.8 30.1 75.8 40.7 40.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.9 21.6 32.0 52.9 26.3 23.0 50.1 38.8 30.1 75.8 40.7 40.7 DesignQueue: 18 54 26 7 56 11 1 2 9 23 14 15 ++++++++++++++++++++++++++++++++++++++++++++++*++**+++*++++*+*++++*+++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �15 MITIG8 - Default Scenario Tue Sep 2, 2003 13:47:56 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 Palm Desert General Plan Update AM Peak Hour Intersection Analysis ::rban Crossroads - MW 8/29/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #1 Washington St. (NS) / I-10 EB Ramps (EW) ******************************************************************************** Cycle (sec) : 75 Critical Vol./Cap. (X) : 0.655 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 17.8 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Permitted Protected Permitted Permitted Rights: Include Include Ignore Include Min. Green: 0 15 15 10 15 0 21 0 21 0 0 0 Lanes: 0 0 3 1 1 2 0 3 0 0 1 1 0 0 2 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 1913 447 490 1340 0 490 1 856 0 0 0 Growth 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 Initial Bse: 0 1913 447 490 1340 0 490 1 856 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1913 447 490 1340 0 490 1 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1913 447 490 1340 0 490 1 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 0 1913 447 490 1340 0 490 1 0 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.92 0.91 1.00 0.85 0.85 0.88 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 2.00 3.00 0.00 1.99 0.01 2.00 0.00 0.00 0.00 Final Sat. : 0 6722 1681 3502 5187 0 3223 7 3344 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.27 0.14 0.26 0.00 0.15 0.15 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.40 0.40 0.20 0.60 0.00 0.28 0.28 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.71 0.66 0.71 0.43 0.00 0.54 0.54 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 19.4 18.7 31.4 8.2 0.0 23.6 23.6 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 19.4 18.7 31.4 8.2 0.0 23.6 23.6 0.0 0.0 0.0 0.0 DesignQueue: 0 51 12 17 24 0 15 0 0 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P� MITIG8 - Default Scenario Fri Aug 29, 2003 15:51:49 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #48 Washington St. (NS) / Country Club Dr. (EW) ******************************************************************************** Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.660 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.1 Optimal Cycle: 80 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Ovl Min. Green: 10 24 24 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 4 0 1 3 0 2 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 440 1243 35 305 1316 543 780 444 162 81 558 315 Growth 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 Initial Bse: 440 1243 35 305 1316 543 780 444 162 81 558 315 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 440 1243 35 305 1316 0 780 444 162 81 558 315 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 440 1243 35 305 1316 0 780 444 162 81 558 315 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 i MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 440 1243 35 305 1316 0 780 444 162 81 558 315 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 4.00 1.00 3.00 2.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 6916 1900 5253 3610 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.13 0.24 0.02 0.09 0.19 0.00 0.15 0.12 0.10 0.02 0.11 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.30 0.30 0.12 0.27 0.00 0.18 0.32 0.32 0.13 0.27 0.39 Volume/Cap: 0.82 0.81 0.07 0.71 0.71 0.00 0.82 0.39 0.32 0.18 0.40 0.50 Delay/Veh: 46.9 32.7 22.9 43.2 31.2 0.0 41.4 24.2 23.8 34.9 27.3 21.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.9 32.7 22.9 43.2 31.2 0.0 41.4 24.2 23.8 34.9 27.3 21.4 DesignQueue: 19 46 1 14 51 0 33 16 6 4 21 10 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Hi MITIG8 - Default Scenario Fri Aug 29, 2003 15:54:04 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #49 Washington St. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.495 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 28.3 Optimal Cycle: 74 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 7 24 24 7 18 18 7 21 21 5 24 24 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 497 812 23 158 910 199 271 812 495 31 758 209 Growth 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 Initial Bse: 497 812 23 158 910 199 271 812 495 31 758 209 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 497 812 23 158 910 199 271 812 0 31 758 209 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 497 812 23 158 910 199 271 812 0 31 758 209 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 497 812 23 158 910 199 271 812 0 31 758 209 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 0.85 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 5253 5187 1615 3502 5187 1615 3502 5187 1900 3502 5187 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.09 0.16 0.01 0.05 0.18 0.12 0.08 0.16 0.00 0.01 0.15 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.32 0.32 0.09 0.21 0.21 0.16 0.36 0.00 0.09 0.30 0.30 Volume/Cap: 0.48 0.50 0.05 0.50 0.83 0.58 0.50 0.43 0.00 0.10 0.50 0.44 Delay/Veh: 30.7 23.8 20.2 38.0 37.4 32.7 33.5 20.5 0.0 35.9 25.0 24.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 30.7 23.8 20.2 38.0 37.4 32.7 33.5 20.5 0.0 35.9 25.0 24.9 DesignQueue: 19 27 1 7 35 8 11 25 0 1 26 7 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �JS MITIG8 - Default Scenario Wed Aug 27, 2003 09:44:18 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 423 Ramon Rd. - Bob Hope Dr. (NS) / I-10 WE Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.871 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 33.9 Optimal Cycle: 96 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I --------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Ignore Min. Green: 10 15 0 0 15 15 0 0 0 24 0 24 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 2 0 0 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 810 1426 0 0 1795 648 0 0 0 800 0 604 Growth 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 Initial Bse: 810 1426 0 0 1795 648 0 0 0 800 0 604 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 810 1426 0 0 1795 0 0 0 0 800 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 810 1426 0 0 1795 0 0 0 0 800 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 810 1426 0 0 1795 0 0 0 0 800 0 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.92 1.00 1.00 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat. : 3502 5187 0 0 5187 1900 0 0 0 3502 0 1900 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.23 0.27 0.00 0.00 0.35 0.00 0.00 0.00 0.00 0.23 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.27 0.66 0.00 0.00 0.40 0.00 0.00 0.00 0.00 0.26 0.00 0.00 Volume/Cap: 0.87 0.41 0.00 0.00 0.87 0.00 0.00 0.00 0.00 0.87 0.00 0.00 Delay/Veh: 51.1 9.5 0.0 0.0 37.7 0.0 0.0 0.0 0.0 51.4 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.1 9.5 0.0 0.0 37.7 0.0 0.0 0.0 0.0 51.4 0.0 0.0 DesignQueue: 42 34 0 0 79 0 0 0 0 42 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P01 MITIG8 - Default Scenario Thu Aug 28, 2003 19:27:38 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #22 Ramon Rd. - Bob Hope Dr. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.841 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 32.2 Optimal Cycle: 84 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 0 15 0 10 15 0 24 0 24 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 1646 0 734 1860 0 590 0 656 0 0 0 Growth 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 Initial Bse: 0 1646 0 734 1860 0 590 0 656 0 0 0 User 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 PHF 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 PHF Volume: 0 1646 0 734 1860 0 590 0 656 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1646 0 734 1860 0 590 0 656 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1646 0 734 1860 0 590 0 656 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 0.92 0.91 1.00 0.90 1.00 0.90 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.47 0.00 1.53 0.00 0.00 0.00 Final Sat. : 0 5187 1900 3502 5187 0 2519 0 2610 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.32 0.00 0.21 0.36 0.00 0.23 0.00 0.25 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.38 0.00 0.25 0.63 0.00 0.30 0.00 0.30 0.00 0.00 0.00 Volume/Cap: 0.00 0.84 0.00 0.84 0.57 0.00 0.78 0.00 0.84 0.00 0.00 0.00 Delay/Veh: 0.0 37.6 0.0 50.2 13.3 0.0 41.2 0.0 43.9 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 37.6 0.0 50.2 13.3 0.0 41.2 0.0 43.9 0.0 0.0 0.0 DesignQueue: 0 74 0 39 51 0 29 0 33 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 4D MITIG8 - Default Scenario Tue Sep 2, 2003 14:35:02 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 9/02/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #46 SR-111 (NS) / Fred Waring Dr. (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.633 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.9 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Ignore Min. Green: 7 24 24 10 24 24 10 10 10 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 1 0 2 0 2 0 1 ------------I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 57 1306 125 832 1318 75 98 117 70 190 143 805 Growth 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 Initial Bse: 57 1306 125 832 1318 75 98 117 70 190 143 805 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 57 1306 125 832 1318 75 98 117 70 190 143 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 1306 125 832 1318 75 98 117 70 190 143 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 57 1306 125 832 1318 75 98 117 70 190 143 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.86 0.86 0.92 0.95 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3264 1632 3502 3610 1900 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.25 0.08 0.24 0.25 0.05 0.03 0.04 0.04 0.05 0.04 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.28 0.28 0.26 0.47 0.47 0.10 0.17 0.17 0.17 0.24 0.00 Volume/Cap: 0.23 0.91 0.28 0.91 0.54 0.10 0.28 0.21 0.25 0.32 0.17 0.00 Delay/Veh: 44.4 43.4 28.6 48.1 19.1 14.8 42.1 35.8 36.2 36.7 30.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.4 43.4 28.6 48.1 19.1 14.8 42.1 35.8 36.2 36.7 30.2 0.0 DesignQueue: 3 56 5 36 41 2 5 5 3 9 6 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE r`` MITIG8 - Default Scenario Fri Aug 29, 2003 10:42:07 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis WILoS C Nr p% (A►*�> Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #25 Monterey Av. (NS) / Dinah Shore Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.737 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.6 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Ignore Ovl Ignore Min. Green: 10 24 24 10 19 19 10 21 21 10 10 10 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 1 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 420 1437 24 544 1219 703 498 953 424 30 902 711 Growth 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 Initial Bse: 420 1437 24 544 1219 703 498 953 424 30 902 711 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 420 1437 24 544 1219 0 498 953 424 30 902 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 420 1437 24 544 1219 0 498 953 424 30 902 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 420 1437 24 544 1219 0 498 953 424 30 902 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 0.85 0.95 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 1.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 3502 5187 1615 1805 5187 1900 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.12 0.28 0.01 0.16 0.24 0.00 0.14 0.18 0.26 0.02 0.17 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.32 0.32 0.18 0.33 0.00 0.16 0.25 0.41 0.12 0.20 0.00 Volume/Cap: 0.72 0.88 0.05 0.88 0.72 0.00 0.87 0.74 0.63 0.14 0.87 0.00 Delay/Veh: 37.8 33.0 20.2 47.2 26.7 0.0 47.8 31.9 21.8 34.0 40.7 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.8 33.0 20.2 47.2 26.7 0.0 47.8 31.9 21.8 34.0 40.7 0.0 DesignQueue: 17 50 1 22 41 0 20 35 12 1 36 0 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Y! 1 MITIG8 - Default Scenario Fri Aug 29, 2003 10:43:22 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis 01 SOS C. 1w6CS (A4t Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #25 Monterey Av. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 87 Critical Vol./Cap. (X) : 0.827 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.7 Optimal Cycle: 79 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Ignore Ovl Ignore Min. Green: 10 24 24 10 10 10 10 24 24 7 21 21 Lanes: 2 0 3 0 1 2 0 3 0 1 3 0 2 0 1 1 0 3 0 1 ------------I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 420 1437 24 544 1219 703 498 953 424 30 902 711 Growth 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 Initial Bse: 420 1437 24 544 1219 703 498 953 424 30 902 711 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 420 1437 24 544 1219 0 498 953 424 30 902 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 420 1437 24 544 1219 0 498 953 424 30 902 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 420 1437 24 544 1219 0 498 953 424 30 902 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 0.95 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 2.00 1.00 1.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 5253 3610 1615 1805 5187 1900 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.12 0.28 0.01 0.16 0.24 0.00 0.09 0.26 0.26 0.02 0.17 0.00 Crit Moves **** **** **** **** Green/Cycle: 0.16 0.31 0.31 0.17 0.32 0.00 0.12 0.30 0.46 0.08 0.26 0.00 Volume/Cap: 0.73 0.89 0.05 0.89 0.73 0.00 0.78 0.89 0.57 0.21 0.68 0.00 Delay/Veh: 39.3 35.2 21.0 50.3 27.9 0.0 43.2 38.8 18.2 38.1 30.7 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.3 35.2 21.0 50.3 27.9 0.0 43.2 38.8 18.2 38.1 30.7 0.0 DesignQueue: 17 51 1 23 42 0 22 35 12 1 34 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE W MITIG8 - Default Scenario Wed Aug 27, 2003 09:34:26 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #7 Cook St. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.819 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 28.8 Optimal Cycle: 77 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- ---------------11 --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 0 15 15 15 15 15 24 24 24 0 0 0 Lanes: 0 0 2 1 0 1 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1842 433 410 1828 0 254 1 778 0 0 0 Growth 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 Initial Bse: 0 1842 433 410 1628 0 254 1 778 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1842 433 410 1828 0 254 1 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1842 433 410 1828 0 254 1 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 0 1842 433 410 1828 0 254 1 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 0.85 0.85 1.00 1.00 1.00 1.00 Lanes: 0.00 2.43 0.57 1.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat. : 0 4082 960 1805 5187 0 3217 13 1900 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.45 0.45 0.23 0.35 0.00 0.08 0.08 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.48 0.48 0.24 0.73 0.00 0.20 0.20 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.94 0.94 0.94 0.49 0.00 0.39 0.39 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 37.0 37.0 72.0 7.1 0.0 42.1 42.1 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 37.0 37.0 72.0 7.1 0.0 42.1 42.1 0.0 0.0 0.0 0.0 DesignQueue: 0 71 17 22 37 0 14 0 0 0 0 0 ******************************************************************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Default Scenario Thu Aug 28, 2003 19:14:18 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #5 Cook St. (NS) / Gerald Ford Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.637 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.2 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ovl Ignore Ovl Min. Green: 10 24 24 10 24 24 10 24 24 7 10 10 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 324 1397 83 267 1618 721 647 577 236 90 432 229 Growth 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 Initial Bse: 324 1397 83 267 1618 721 647 577 236 90 432 229 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 324 1397 83 267 1618 721 647 577 0 90 432 229 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 324 1397 83 267 1618 721 647 577 0 90 432 229 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 324 1397 83 267 1618 721 647 577 0 90 432 229 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1900 3502 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.27 0.05 0.08 0.31 0.45 0.18 0.11 0.00 0.03 0.12 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.33 0.33 0.14 0.34 0.60 0.26 0.30 0.00 0.09 0.13 0.26 Volume/Cap: 0.74 0.82 0.16 0.56 0.92 0.74 0.70 0.37 0.00 0.29 0.96 0.54 Delay/Veh: 40.4 28.3 19.3 33.8 34.3 14.7 29.2 22.2 0.0 34.7 66.3 26.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.4 28.3 19.3 33.8 34.3 14.7 29.2 22.2 0.0 34.7 66.3 26.9 DesignQueue: 13 45 3 10 51 14 22 18 0 4 17 8 ++++*+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 45- MITIG8 - Default Scenario Thu Aug 28, 2003 19:06:57 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #3 Cook St. (NS) / Frank Sinatra Dr. (EW) ******************************************************************************** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.811 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.4 Optimal Cycle: 84 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11 --------------- --------------- 11 ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 24 24 7 24 24 10 24 24 7 10 10 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- 11--------------- � Volume Module: Base Vol: 313 1321 158 121 1464 612 631 256 308 50 249 131 Growth 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 Initial Bse: 313 1321 158 121 1464 612 631 256 308 50 249 131 User 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 PHF 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 PHF Volume: 313 1321 158 121 1464 612 631 256 308 50 249 131 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 313 1321 158 121 1464 612 631 256 308 50 249 131 PCE 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 MLF 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 Final Vol. : 313 1321 158 121 1464 612 631 256 308 50 249 131 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.25 0.10 0.03 0.28 0.38 0.18 0.05 0.19 0.01 0.05 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.52 0.52 0.06 0.47 0.47 0.22 0.25 0.25 0.07 0.10 0.10 Volume/Cap: 0.81 0.49 0.19 0.59 0.60 0.81 0.81 0.20 0.76 0.20 0.48 0.81 Delay/Veh: 64.3 18.7 15.5 59.7 24.1 34.0 50.7 35.6 50.2 52.7 51.7 78.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.3 18.7 15.5 59.7 24.1 34.0 50.7 35.6 50.2 52.7 51.7 78.5 DesignQueue: 19 45 5 8 56 24 34 13 16 3 15 8 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE VI-W MITIG8 - Default Scenario Wed Aug 27, 2003 09:26:02 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #6 Cook St. (NS) / Hovley Ln. East (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.730 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.0 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 21 21 10 21 21 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 178 1116 312 731 945 189 270 555 186 203 456 558 Growth 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 Initial Bse: 178 1116 312 731 945 189 270 555 186 203 456 558 User 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 PHF 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 PHF Volume: 178 1116 312 731 945 189 270 555 186 203 456 558 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 178 1116 312 731 945 189 270 555 186 203 456 558 PCE 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 MLF 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 Final Vol. : 178 1116 312 731 945 189 270 555 186 203 456 558 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3610 1615 3502 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.22 0.19 0.21 0.18 0.12 0.08 0.15 0.12 0.06 0.13 0.35 Crit Moves **** **** **** +*+* Green/Cycle: 0.15 0.25 0.25 0.21 0.31 0.31 0.12 0.28 0.28 0.12 0.28 0.49 Volume/Cap: 0.34 0.87 0.78 0.99 0.59 0.38 0.66 0.54 0.41 0.49 0.45 0.70 Delay/Veh: 32.9 37.4 39.5 62.8 25.2 23.3 39.7 26.5 25.3 36.1 25.4 19.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.9 37.4 39.5 62.8 25.2 23.3 39.7 26.5 25.3 36.1 25.4 19.4 DesignQueue: 7 42 12 29 32 6 11 20 6 9 16 14 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE MITIG8 - Default Scenario Fri Aug 29, 2003 15:48:58 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 44 Cook St. (NS) / Fred Waring Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.730 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.7 Optimal Cycle: 77 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Ignore Include Ignore Min. Green: 7 10 10 7 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 4 0 1 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 119 732 194 474 837 550 600 1569 134 182 1839 454 Growth 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 Initial Bse: 119 732 194 474 837 550 600 1569 134 182 1839 454 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 119 732 194 474 837 0 600 1569 134 182 1839 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 732 194 474 837 0 600 1569 134 182 1839 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 119 732 194 474 837 0 600 1569 134 182 1839 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 0.85 0.92 0.91 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 4.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 3502 5187 1615 3502 6916 1900 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.14 0.12 0.14 0.16 0.00 0.17 0.30 0.08 0.05 0.27 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.18 0.18 0.17 0.27 0.00 0.20 0.41 0.41 0.11 0.32 0.00 Volume/Cap: 0.44 0.80 0.68 0.80 0.61 0.00 0.84 0.74 0.20 0.47 0.84 0.00 Delay/Veh: 40.7 40.8 41.4 43.8 29.6 0.0 42.9 23.7 17.2 38.4 31.5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 40.8 41.4 43.8 29.6 0.0 42.9 23.7 17.2 38.4 31.5 0.0 DesignQueue: 6 31 8 20 32 0 25 50 4 8 67 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE W MITIGB - Default Scenario Fri Aug 29, 2003 15:43:05 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #9 Cook St. (NS) / SR-111 (EW) ******************************************************************************** Cycle (sec) : 0 Critical Vol./Cap. (X) : 0.734 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.5 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 24 24 10 24 24 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 54 202 148 376 240 372 377 1401 65 95 1402 377 Growth 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 Initial Bse: 54 202 148 376 240 372 377 1401 65 95 1402 377 User 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 PHF 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 PHF Volume: 54 202 148 376 240 372 377 1401 65 95 1402 377 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 202 148 376 240 372 377 1401 65 95 1402 377 PCE 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 MLF 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 Final Vol. : 54 202 148 376 240 372 377 1401 65 95 1402 377 ------------I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.04 0.09 0.11 0.05 0.23 0.11 0.27 0.04 0.03 0.27 0.23 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.21 0.21 0.21 0.30 0.30 0.13 0.30 0.30 0.13 0.30 0.30 Volume/Cap: 0.12 0.18 0.43 0.51 0.15 0.77 0.86 0.90 0.13 0.22 0.90 0.78 Delay/Veh: 31.2 25.9 28.2 28.4 20.6 32.B 50.2 34.4 20.5 31.7 34.4 33.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.2 25.9 28.2 28.4 20.6 32.8 50.2 34.4 20.5 31.7 34.4 33.4 DesignQueue: 2 7 5 14 8 12 15 47 2 4 47 12 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ILA MITIG8 - Default Scenario Wed Aug 27, 2003 09:35:56 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #10 Oasis Club Dr. (NS) / Country Club Dr. Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.702 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 31.2 Optimal Cycle: 74 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 10 10 10 24 24 7 21 21 10 21 21 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 3 0 1 2 0 3 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 55 251 90 474 272 16 27 1184 116 37 1051 492 Growth 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 Initial Bse: 55 251 90 474 272 16 27 1184 116 37 1051 492 User 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 PHF 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 PHF Volume: 55 251 90 474 272 16 27 1184 116 37 1051 492 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 55 251 90 474 272 16 27 1184 116 37 1051 492 PCE 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 MLF 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 Final Vol. : 55 251 90 474 272 16 27 1184 116 37 1051 492 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 5187 1615 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.07 0.06 0.26 0.08 0.01 0.01 0.23 0.07 0.01 0.20 0.30 Crit Moves **** **** **** **** Green/Cycle: 0.13 0.09 0.09 0.35 0.31 0.31 0.06 0.38 0.38 0.09 0.41 0.41 Volume/Cap: 0.23 0.75 0.60 0.75 0.24 0.03 0.12 0.60 0.19 0.12 0.50 0.75 Delay/Veh: 43.3 57.4 54.3 36.1 28.1 26.1 48.8 27.8 22.8 46.1 24.3 32.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.3 57.4 54.3 36.1 28.1 26.1 48.8 27.8 22.8 46.1 24.3 32.3 DesignQueue: 3 14 5 20 12 1 2 47 4 2 40 19 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Default Scenario Fri Aug 29, 2003 11:05:26 Page 3-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #51 Washington St. (NS) / Varner Rd. (EW) ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.844 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.7 Optimal Cycle: 89 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I --------------- 11--------------- 11 ---------------11--------------- � Control: Protected Protected Protected Protected Rights: Ovl Include Ovl Include Min. Green: 10 18 18 10 18 18 7 19 19 10 24 24 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 2 0 1 2 0 1 1 1 ------------ I--------------- ---------------11---------------11---------------� Volume Module: Base Vol: 238 2063 930 280 2001 300 56 61 402 400 342 499 Growth 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 Initial Bse: 238 2063 930 280 2001 300 56 61 402 400 342 499 User 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 PHF 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 PHF Volume: 238 2063 930 280 2001 300 56 61 402 400 342 499 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 2063 930 280 2001 300 56 61 402 400 342 499 PCE 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 MLF 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 Final Vol. : 238 2063 930 280 2001 300 56 61 402 400 342 499 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.95 0.95 0.85 0.92 0.87 0.87 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 2.00 1.00 2.00 1.22 1.78 Final Sat. : 3502 5187 1615 3502 5187 1615 1805 3610 1615 3502 2006 2927 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.40 0.58 0.08 0.39 0.19 0.03 0.02 0.25 0.11 0.17 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.47 0.59 0.10 0.47 0.47 0.07 0.19 0.29 0.12 0.24 0.24 Volume/Cap: 0.68 0.85 0.98 0.80 0.82 0.40 0.44 0.09 0.86 0.95 0.71 0.71 Delay/Veh: 48.8 26.3 43.2 56.3 25.2 17.6 47.1 33.4 48.2 75.4 36.9 36.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.Oo 1.00 AdjDel/Veh: 48.8 26.3 43.2 56.3 25.2 17.6 47.1 33.4 48.2 75.4 36.9 36.9 DesignQueue: 12 67 24 14 65 9 3 3 17 20 15 22 ******************************************************************************** Traffix 7.5.0715 (c) 2002 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �t MITIG8 - Default Scenario Sat Aug 30, 2003 09:05:22 Page 1-1 -------------------------------------------------------------------------------- JN: 00055 Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - MW 8/29/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #1 Washington St. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.872 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 30.9 Optimal Cycle: 96 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Permitted Protected Split Phase Split Phase Rights: Include Include Ignore Include Min. Green: 0 15 15 10 15 0 21 0 21 0 0 0 Lanes: 0 0 3 1 1 2 0 3 0 0 1 1 0 0 2 0 0 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 2451 464 806 1998 0 689 1 975 0 0 0 Growth 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 Initial Bse: 0 2451 464 806 1998 0 689 1 975 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 2451 464 806 1998 0 689 1 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2451 464 806 1998 0 689 1 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 0 2451 464 806 1998 0 689 1 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.92 0.91 1.00 0.85 0.85 0.88 1.00 1.00 1.00 Lanes: 0.00 4.00 1.00 2.00 3.00 0.00 1.99 0.01 2.00 0.00 0.00 0.00 Final Sat. : 0 6750 1688 3502 5187 0 3225 5 3344 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.36 0.27 0.23 0.39 0.00 0.21 0.21 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.42 0.42 0.26 0.68 0.00 0.24 0.24 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.87 0.66 0.87 0.57 0.00 0.87 0.87 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 34.9 28.6 51.4 10.2 0.0 54.0 54.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 34.9 28.6 51.4 10.2 0.0 54.0 54.0 0.0 0.0 0.0 0.0 DesignQueue: 0 104 19 42 47 0 36 0 0 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 01�- MITIG8 - Default Scenario Wed Aug 27, 2003 10:00:32 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis Urban Crossroads - JN: 00055 - MW 8/25/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #48 Washington St. (NS) / Country Club Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.745 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.7 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Ovl Min. Green: 10 24 24 10 24 24 10 24 24 7 10 10 Lanes: 2 0 3 0 1 2 0 4 0 1 3 0 2 0 1 2 0 3 0 1 ------------I --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 379 1544 45 407 1737 796 1053 636 202 151 678 281 Growth 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 Initial Bse: 379 1544 45 407 1737 796 1053 636 202 151 678 281 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 379 1544 45 407 1737 0 1053 636 202 151 678 281 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 379 1544 45 407 1737 0 1053 636 202 151 678 281 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 379 1544 45 407 1737 0 1053 636 202 151 678 281 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.95 0.85 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 4.00 1.00 3.00 2.00 1.00 2.00 3.00 1.00 Final Sat. : 3502 5187 1615 3502 6916 1900 5253 3610 1615 3502 5187 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.11 0.30 0.03 0.12 0.25 0.00 0.20 0.18 0.13 0.04 0.13 0.17 Crit Moves: **** **** **** **+* Green/Cycle: 0.14 0.33 0.33 0.13 0.33 0.00 0.23 0.30 0.30 0.09 0.15 0.28 Volume/Cap: 0.80 0.89 0.08 0.89 0.77 0.00 0.85 0.59 0.42 0.49 0.85 0.62 Delay/Veh: 42.5 31.9 18.4 54.0 25.9 0.0 35.3 24.6 23.0 36.1 42.0 27.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.5 31.9 18.4 54.0 25.9 0.0 35.3 24.6 23.0 36.1 42.0 27.4 DesignQueue: 15 49 1 16 55 0 38 21 6 6 26 9 ++++++++++++++++++++++++++++++++++++++++++++*+++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE K33 MITIGB - Default Scenario Fri Aug 29, 2003 15:54:23 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #49 Washington St. (NS) / Fred Waring Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.893 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.2 Optimal Cycle: 95 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 7 24 24 7 18 18 7 24 24 5 24 24 Lanes: 3 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 Growth 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 Initial Bse: 1160 1035 45 312 1029 193 238 1074 989 42 1410 285 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 1160 1035 45 312 1029 193 238 1074 0 42 1410 285 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1160 1035 45 312 1029 193 238 1074 0 42 1410 285 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 1160 1035 45 312 1029 193 238 1074 0 42 1410 285 ------------I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 1.00 0.92 0.91 0.85 Lanes: 3.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat. : 5253 5187 1615 3502 5187 1615 3502 5187 1900 3502 5187 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.22 0.20 0.03 0.09 0.20 0.12 0.07 0.21 0.00 0.01 0.27 0.18 Crit Moves: **** **** ***+ ++++ Green/Cycle: 0.24 0.30 0.30 0.16 0.23 0.23 0.09 0.32 0.00 0.07 0.30 0.30 Volume/Cap: 0.93 0.67 0.09 0.55 0.88 0.53 0.78 0.65 0.00 0.18 0.91 0.59 Delay/Veh: 42.1 25.6 20.2 31.9 38.1 28.8 47.6 24.2 0.0 35.6 34.9 25.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.1 25.6 20.2 31.9 38.1 28.8 47.6 24.2 0.0 35.6 34.9 25.7 DesignQueue: 42 34 1 12 37 7 10 34 0 2 47 9 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dow-ing Assoc. Licensed to URBAN CROSSROADS, IRVINE r-o/ APPENDIX L LESS INTENSE ALTERNATIVE DAILY TRAFFIC VOLUME REFINEMENTS APPENDIX L PALM DESERT LESS INTENSE ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING1 INITIAL RAW I ADJUST- REFINED RTAU-] ROADWAY SEGMENT FROM TO I COUNT I FORECAST GROWTH MENT GROWTH FORECAS Desert Crossing north of SR-111 SR-111 1,500 656 (844)1 857 13 1,513 Desert Crossing SR-111 south of SR-111 8,600 - - 8,600 Town Center W . Fred Waring Dr. SR-111 7,700 5,306 2,394 2,782 388 8,088 El Paseo SR-111 Plaza W . 8,400 8,901 501 - 501 8,901 El Paseo SR-111 Portola Av. 6,500 11,011 4,511 - 4,511 11,011 Plaza W . Shopping Center SR-111 4,500 435 4,065 4,082 17 4,517 Monterey Av. Varner Rd. 1-10 WB Rams 15,600 46,405 30,805 - 30,805 46,405 Monterey Av. 1-10 WB Rams 1-10 EB Rams 22,600 52,526 29,926 29,926 52,526 Monterey Av. 1-10 EB Rams Dinah Shore Dr. 32,700 62,379 29,679 29,679 62,379 Monterey Av. Dinah Shore Dr. Gerald Ford Dr. 34,600 41,872 7,272 7,272 41,872 Monterey Av. Gerald Ford Dr. Frank Sinatra Dr. 22,900 32,339 9,439 9,439 32,339 Monterey Av. Frank Sinatra Dr. Country Club Dr. 30,600 30,141 459 2,631 2,172 32,772 C- Monterey Av. Country Club Dr. Parkview Dr. 26,300 38,298 11,998 - 11,998 38,298 w Monterey Av. Parkview Dr. Fred Waring Dr. 23,000 32,561 9,561 9,561 32,561 Monterey Av. Fred Waring Dr. SR-111 20,500 30,061 9,561 9,561 30,061 Monterey Av. SR-111 El Paseo 22,800 39,340 16,540 - 16,540 39,340 College of the Desert north of Fred Waring Dr. Fred Waring Dr. 4,300 2,835 1,465 1,589 124 4,424 College of the Desert Fred Waring Dr. south of Fred Waring Dr. 400 1,031 631 - 631 1,031 San Pablo Av. Magnesia Falls Dr. Fred Waring Dr. 10,000 2,979 7,021 7,133 112 10,112 San Pablo Av. Fred Waring Dr. SR-111 11,300 9,851 1,449 2,860 1,411 12,711 San Pablo Av. SR-111 El Paseo 5,600 6,015 415 8 423 6,023 San Luis Rey Av. SR-111 El Paseo 6,600 3,638 2,962 3,135 173 6,773 Portola Av. Varner Rd. 1-10 WB Ramps - 32,848 32,848 - 32,848 32,848 Portola Av. 1-10 WB Rams 1-10 EB Rams 37,269 37,269 - 37,269 37,269 Portola Av. 1-10 EB Rams Gerald Ford Dr. - 46,379 46,379 - 46,379 46,379 Portola Av. Gerald Ford Dr. Spine Rd. 5,200 30,156 24,956 - 24,956 30,156 Portola Av. Frank Sinatra Dr. Country Club Dr. 9,600 39,040 29,440 - 29,440 39,040 Portola Av. Country Club Dr. Hovley Ln. E. 18,600 30,699 12,099 - 12,099 30,699 Portola Av. Hovley Ln. E. Ma nesia Falls Dr. 20,500 27,709 7,209 - 7,209 27,709 Portola Av. Ma nesia Falls Dr. Fred Waring Dr. 17,400 23,259 5,859 - 5,859 23,259 Portola Av. Fred Waring Dr. SR-111 19,300 24,082 4,782 - 4,782 24,082 Portola Av. SR-111 El Paseo 13,000 11,350 1,650 1,694 44 13,044 Deep Canyon Rd. Magnesia Falls Dr. Fred Waring Dr. 19,800 1,106 18,694 18,445 249 19,551 Deep Canyon Rd. Fred Waring Dr. SR-111 22,600 6,173P22,580 16,844 417 23,017 Dee Canyon Rd. SR-111 FairwayDr. 8,300 4,476 3,962 138 8,438 Hospitality Dr. north of SR-111 SR-111 1,500 1,867 - 367 1,867 Hospitality Dr. SR-111 south of SR-111 5,900 2,191 3,689 20 5,880 Chase School Rd. Ramon Rd. Varner Rd. 400 22,980 - 22,580 22,980 Chase School Rd. Varner Rd. 1-10 WB Rams 5,900 40,826 34,926 40,826 APPENDIX L(CONTINUED) PALM DESERT LESS INTENSE ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING INITIAL I RAW ADJUST- REFINED FINA ROADWAY SEGMENT FROM TO COUNT FORECASTI GROWTH MENT I GROWTH FORECAS Cook St. 1-10 WB Rams 1-10 EB Rams 10,700 47,640 36,940 - 36,940 47,640 Cook St. 1-10 EB Rams Gerald Ford Dr. 21,900 59,470 37,570 - 37,570 59,470 Cook St. Sine Rd. Frank Sinatra Dr. 16,700 58,645 41,945 - 41,945 58,645 Cook St. Frank Sinatra Dr. Country Club Dr. 22,100 45,936 23,836 - 23,836 45,936 Cook St. Country Club Dr. Hovley Ln. E. 27,700 50,713 23,013 - 23,013 50,713 Cook St. Hovley Ln. E. Fred Waring Dr. 25,500 38,453 12,953 - 12,953 38,453 Cook St. Fred Waring Dr. SR-111 14,300 35,597 21,297 - 21,297 35,597 Cook St. SR-111 FairwayDr. 7,300 5,088 2,212 2,044 168 7,132 Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 2,200 2,013 (187 168 19 2,181 Eldorado Dr. Frank Sinatra Dr. CountryClub Dr. 3,200 2,198 1,002) 1,018 16 3,216 Eldorado Dr. CountryClub Dr. Hovle Ln. E. 3,500 10,971 7,471 - 7,471 10,971 Via Toscana Hovle Ln.E. Pisa - 2,829 2,829 - 2,829 2,829 �- Eldorado Dr. Fred Waring Dr. SR-111 5,400 9,710 4,310 - 4,310 9,710 ^� Eldorado Dr. SR-111 Fairway Dr. 4,500 9,508 5,008 - 5,008 9,508 Thousand Palms Canyon Rd. Dillon Rd. Ramon Rd. 1,600 4,146 2,546 - 2,546 4,146 Oasis Club Pi Country Club Dr. Hovley Ln. E. 5,200 3,610 1,590 2,501 911 6,111 Washington Sr Av.38 Varner Rd. 9,500 60,455 50,955 - 50,955 60,455 Washington St. Varner Rd. _ 1-10 EB Rams 23,700 70,851 47,151 - 47,151 70,851 Washington St. 1-10 EB Rams Country Club Dr. 46,200 73,625 27,425 - 27,425 73,625 Washington St. Country Club Dr. Hovley Ln. E. 15,300 42,863 27,563 - 27,563 42,863 Washington St. Hovley Ln.E. Fred Waring Dr. 31,000 45,099 14,099 - 14,099 45,099 Washington St. Fred Waring Dr. SR-111 27,200 46 319 19,119 - 19,119 46,319 Dillon Rd. Hot Springs Rd. Thousand Palms Canyon Rd. 2,500 ,�)26 1,026 - 1,026 3,526 Ramon Rd. Bob Hope Dr. 1-10 EB Rams 24,100 46,654 22,554 - 22,554 46,654 Ramon Rd. 1-10 EB Rams 1-10 WB Ramps 19,100 28,015 8,915 - 8,915 28,015 Ramon Rd. 1-10 WB Rams Varner Rd. 15,900 28,015 12,115 - 12,115 28,015 Ramon Rd. Monterey Av. Chase School Rd. 6,600 13,846 7,246 - 7,246 13,846 Dinah Shore Dr. Bob Hope Dr. Monterey Av. 20,500 46,629 26,129 - 26,129 46,629 Dinah Shore Dr. Monterey Av. Portola Av. - 35,069 35,069 - 35,069 35,069 Gerald Ford Dr. Bob Hope Dr. Monterey Av. 15,600 38,215 22,615 - 22,615 38,215 Gerald Ford Dr. Monterey Av. Portola Av. 15,500 41,590 26,090 - 26,090 41,590 Gerald Ford Dr. Portola Av. Cook St. 5,900 34,286 28,386 - 28,386 34,286 Gerald Ford Dr. Cook St. Frank Sinatra Dr. 4,000 14,836 10,836 - 10,836 14,836 Spine Rd. Portola Av. Cook St. - 6,100 6,100 6,100 12,200 Frank Sinatra Dr. Bob Hope Dr. Monterey Av. 13,500 25,870 12,370 - 12,370 25,870 Frank Sinatra Dr. Monterey Av. Portola Av. 11,300 27,419 16,119 - 16,119 27,419 Frank Sinatra Dr. Portola Av. Cook St. 10,300 25,106 14,806 - 14,806 25,106 Frank Sinatra Dr. Cook St. lGerald Ford Dr. 6,000 8,527 2,527 - 2,527 8,527 Frank Sinatra Dr. Gerald Ford Dr. I Eldorado Dr. 9,200 16,793 7,593 - 7,593 16,793 APPENDIX L(CONTINUED) PALM DESERT LESS INTENSE ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING1 INITIAL RAW ADJUST- REFINED I FINAL ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTH FORECAST Av.38 Varner Rd. Washington St. 300 22,750 22,450 22,450 22,750 Tamarisk Row Dr. Eldorado Dr. Country Club Dr. 6,400 14,541 8,141 8,141 14,541 Varner Rd. Monterey Av. 1-10 WB Ramp at Monterey 4,000 30,379 26,379 - 26,379 30,379 Varner Rd. 1-10 WB Ramp at Monterey Portola Av. 4,000 17,751 13,751 13,751 17,751 Varner Rd. Portola Av. 1-10 WB Ramp at Portola 4,000 43,619 39,619 39,619 43,619 Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. 4,000 31,455 27,455 27,455 31,455 Varner Rd. Chase School Rd. Av. 38 3,500 36,358 32,858 32,858 36,358 Varner Rd. Av.38 1-10 WB On Ramp at Washington 3,500 6,269 2,769 - 2,769 6,269 Varner Rd. 1-10 WB On Ramp at Washing Washington St. 6,300 14,845 8,545 - 8,545 14,845 Varner Rd. Washington St. 1-10 WB Rams 14,400 30,493 16,093 - 16,093 30,493 Varner Rd. 1-10 WB Rams Adams St. 7,000 22,107 15,107 - 15,107 22,107 1-10 WB Rams(Washington St. 1-10 Fw . Varner Rd. 10,000 8,385 1,615 2,048 433 10,433 1-10 EB Rams Bob Hope Dr./Ramon Rd. 1-10 Fw . Bob Hope Dr. - 19,696 19,696 - 19,696 19,696 1-10 EB Rams Bob Hope Dr./Ramon Rd. Ramon Rd. 1-10 Fw . 7,700 19,923 12,223 _ 12,223 19,923 1-10 EB Rams Bob Hope Dr./Ramon Rd. Bob Hope Dr. 1-10 Fw 8,467 8,467 8,467 8,467 1-10 WB Rams Bob Hope Dr./Ramon Rd. 1-10 Fw . Bob Hope Dr. 22,060 22,060 - 22,060 22,060 1-10 WB Rams Bob Hope Dr./Ramon Rd. Bob Hope Dr. 1-10 Fw . - 20,960 20,960 - 20,960 20,960 1-10 EB Rams(Monterey Av. 1-10 Fw . Monterey Av. 9,100 9,485 385 - 385 9,485 1-10 EB Ramps(Monterey Av.) Monterey Av. 1-10 Fw . 7,100 14,636 7,536 - 7,536 14,636 1-10 WB Rams(Monterey Av. I-10 Fw . Varner Rd. 5,900 11,459 5,559 - 5,559 11,459 1-10 WB Ramps(Monterey Av.) Monterey Av. 1-10 Fw . 6,700 7,399 699 - 699 7,399 1-10 WB On Ram (Washington St.) Varner Rd. 1-10 Fw - 8,891 8,891 - 8,891 8,891 1-10 EB Rams(Washington St. 1-10 Fw . Washington St. 23,186 23,186 - 23,186 23,186 1-10 EB Rams Washington St.) Washington St. 1-10 Fwy 23,316 23,316 - 23,316 23,316 1-10 EB Rams Portola Av. 1-10 Fw . Portola Av. 12,940 12,940 - 12,940 12,940 1-10 EB Rams Portola Av.) Portola Av. 1-10 wy 11,073 11,073 - 11,073 11,073 1-10 WB Ramps(Portola Av.) 1-10 Fw . Varner Rd. 14,430 14,430 - 14,430 14,430 1-10 WB Rams Portola Av.) Portola Av. 1-10 Fw - 1,522 1,522 - 1,522 1,522 1-10 EB Rams Cook St. 1-10 Fw . Cook St. 7,100 13,157 6,057 - 6,057 13,157 1-10 EB Rams Cook St. Cook St. 1-10 Fw . 3,500 10,173 6,673 - 6,673 10,173 I-10 WB Ramps(Cook St.) 1-10 Fw . Cook St. 7,700 9,333 1,633 - 1,633 9,333 1-10 WB Ramps Cook St.) Cook St. 1-10 Fw . 2,500 4,666 2,166 - 2,166 4,666 Country Club Dr. Bob Hope Dr. Monterey Av. 28,800 32,328 3,528 - 3,528 32,328 Country Club Dr. Monterey Av. Portola Av. 18,700 24,567 5,867 - 5,867 24,567 Country Club Dr. Portola Av. Cook St. 21,200 28,467 7,267 - 7,267 28,467 Country Club Dr. Cook St. Eldorado Dr. 21,500 34,072 12,572 - 12,572 34,072 Country Club Dr. Eldorado Dr. Oasis Club Dr. 20,200 25,207 5,007 - 5,007 25,207 Country Club Dr. Oasis Club Dr. Washington St. 31,700 39,784 8,084 - 8,084 39,784 Country Club Dr. Washington St. Av.42 19,300 25,374 6,074 - 6,074 25,374 APPENDIX L(CONTINUED) PALM DESERT LESS INTENSE ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING INITIAL RAW I ADJUST- REFINED FINAL ROADWAY SEGMENT FROM TO COUNT I FORECAST GROWTH MENT GROWTH FORECAST Hovley Ln. E. Portola Av. Cook St. 14,200 12,748 1,452 1,600 300 14,500 -Rovley Ln. E. Cook St. Eldorado Dr. 13,600 22,458 8,858 - 8,858 22,458 Hovley Ln. E. Eldorado Dr. Oasis Club Dr. 12,800 26,806 14,006 14,006 26,866 -Hovley Ln. E. Oasis Club Dr. Washington St. 14,500 19,345 4,845 4,845 19,345 Av.42 Washington St. Adams St. 23,100 21,991 1,109 3,620 2,511 25,611 Magnesia Falls Dr. Monterey Av. Portola Av. 800 6,656 5,856 - 5,856 6,656 Magnesia Falls Dr. _Portola Av. DeepCan on Rd. 3,400 2,093 1,301 927 380 3,020 Painters Path Fred Waring Dr. SR-111 2,800 - - - - 2,800 Parkview Dr. SR-111 Monterey Av. 5,100 10,238 5,138 - 5,138 10,238 Parkview Dr. Monterey Av. College of the Desert 8,400 3,819 4,581) 4,532 49 8,351 Fred Waring Dr. SR-111 Monterey Av. 15,700 24,223 8,523 - 8,523 24,223 Fred Waring Dr. Monterey Av. College of the Desert 28,900 39,107 10,207 10,207 39,107 Fred Waring Dr. College of the Desert San Pablo Av. 28,400 39,341 10,941 10,941 39,341 s" Fred Waring Dr. San Pablo Av. Portola Av. 38,300 40,690 2,390 2,390 40,690 Fred Waring Dr. Portola Av. Deep Canyon Rd. 38,900 38,874 26 1,555 1,529 40,429 Fred Waring Dr. Deep Canyon Rd. Cook St. 47,600 43,353 4,247 5,587 1,340 48,940 Fred Waring Dr. Cook St. Eldorado Dr. 21,700 47,664 25,964 - 25,964 47,664 Fred Waring Dr. Eldorado Dr. California Dr. 21,700 46,942 25,242 25,242 46,942 Fred Waring Dr. California Dr. Warner Tr. 28,900 45,205 16,305 - 16,305 45,205 Fred Waring Dr. Warner Tr. Washington St. 28,900 53,278 24,378 24,378 53,278 Fred Waring Dr. Washington St. Jefferson St. 19,900 34,773 14,873 14,873 34,773 SR-111 Bob Hope Dr. Parkview Dr. 42,100 69,054 26,954 26,954 69,054 SR-111 Parkview Dr. Fred Waring Dr. 36,700 60,419 23,719 23,719 60,419 SR-111 Fred Waring Dr. Desert Crossing 32,700 40,957 8,257 8,257 40,957 SR-111 Desert Crossing El Paseo/Town Center W . 34,500 41,613 7,113 7,113 41,613 SR-111 El Paseo/Town Center W . Plaza W . 23,700 37,092 13,392 13,392 37,092 SR-111 Plaza W . Monterey Av. 28,400 39,216 10,816 10,816 39,216 SR-111 Monterey Av. San Pablo Av. 30,000 47,395 17,395 17,395 47,395 SR-111 San Pablo Av. San Luis Rey Av. 27,900 48,979 21,079 21,079 48,979 SR-111 San Luis Rey Av. Portola Av 32,900 52,238 19,338 19,338 52,238 SR-1 I I Portola Av. EI Paseo/Cabrillo Av. 32,000 49,111 17,111 17,111 49,111 SR-111 El Paseo/Cabrillo Av. Deep Canyon Rd. 40,800 60,469 19,669 19,669 60,469 SR-111 Deep Canyon Rd. Hospitality Dr. 30,400 60,406 30,006 30,006 60,406 SR-111 Hospitality Dr. Cook St. 30,500 62,223 31,723 31,723 62,223 SR-111 Cook St. I Eldorado Dr. 31,800 66,080 34,280 34,280 66,080 SR-111 Eldorado Dr. Miles Av. 35,000 72,457 37,457 37,457 72,457 Mesa View Dr. SR-74 Portola Av. 3,500 2,961 (539) 754 215 3,715 Haystack Rd. SR-74 Portola Av. 918 1 918 - 918 918 APPENDIX L(CONTINUED) PALM DESERT LESS INTENSE ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING INITIAL I RAW I ADJUST-I REFINED FINAL ROADWAY SEGMENT FROM TO COUNT FORECASTJ GROWTH I MENT I GROWTH FORECAST Av.42 Hovley Ln. E. Cook St. - 3,705 3,705 3,705 3,705 Hovley Ln.West Monterey Av. Portola Av. - 2,467 2,467 2,467 2,467 35th Av. Unnamed Rd. Dinah Shore Dr. - 12,778 12,778 - 12,778 12,778 Lucas Way Dinah Shore Dr. 35th Av. - 3,198 3,198 - 3,198 3,198 Unnamed Rd. Dinah Shore Dr. 35th Av. - 3,598 3,598 - 3,598 3,598 California Dr. Fred Waring Dr. Warner Tr. - 1,646 1,646 - 1,646 1,646 Warner Tr. Av.of the States Fred Waring Dr. - 8,651 8,651 - 8,651 8,651 Bob Hope Dr. 18th Av. 20th Av. - 6,047 6,047 - 6,047 6,047 Bob Hope Dr. 20th Av. 22nd Av. - 8,364 8,364 - 8,364 8,364 Bob Hope Dr. 22nd Av. 30th Av. - 8,093 8,093 - 8,093 8,093 Dillon Rd. 18th Av. Dowell Ln. - 2,352 2,352 - 2,352 2,352 20th Av. Bob Hope Dr. Dowell Ln. - 2,707 2,707 - 2,707 2,707 J 22nd Av. Bob Hope Dr. Dowell Ln. - 603 603 - 603 603 Dowell Ln. 20th Av. 22nd Av. 584 584 584 584 Dillon Rd. 20th Av. Dowell Ln. - 2,281 2,281 - 2,281 2,281 20th Av. Dowell Ln. Dillon Rd. - 2,131 2,131 - 2,131 2,131 22nd Av. Dowell Ln. Dillon Rd. - 148 148 - 148 148 Dillon Rd. 20th Av. 22nd Av. - 3,133 3,133 - 3,133 3,133 Eldorado Dr. Fred Waring Dr. Hovley Ln. E. - 2,089 2,089 - 2,089 2,089 Dillon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. - 1,486 1,486 - 1,486 1,486 Thousand Palms Canyon Rd. Dillon Rd. n/o Dillon Rd. - 429 429 - 429 429 Thousand Palms Canyon Rd. 26th Av. Dillon Rd. - 2,427 2,427 - 2,427 2,427 Thousand Palms Canyon Rd. 26th Av. s/o 26th Av. - 4,146 4,146 - 4,146 4,146 26th Av. Thousand Palms Canyon Rd. Dillon Rd. - 1,286 1,286 - 1,286 1,286 Dillon Rd. w/o Bob Hope Dr. Ext. Bob Hope Dr. Ext. - 3,557 3,557 - 3,557 3,557 Dillon Rd. Bob Hope Dr. 18th Av. - 1,639 1,639 - 1,639 1,639 Warner Tr. Hovley Ln. E. California Dr. - 9,504 9,504 - 9,504 9,504 18th Av. Bob Hope Dr. w/o Bob Hope Dr. - 5,159 5,159 - 5,159 5,159 18th Av. Bob Hope Dr. Dillon Rd. - 712 712 - 712 712 20th Av. Bob Hope Dr. w/o Bob Hope Dr. - 936 936 - 936 936 30th Av. Bob Hope Dr. w/o Bob Hope Dr. - 2,891 2,891 - 2,891 2,891 Unnamed Rd. Bob Hope Dr. e/o Bob Hope Dr. - 21,913 21,913 - 21,913 21,913 Monterey Av. Ramon Rd. Unnamed Rd. - 15,905 15,905 - 15,905 15,905 Ramon Rd. Chase School Rd. Thousand Palms Canyon Rd. 6,600 8,701 2,101 - 2,101 8,701 Ramon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. I - 8,638 8,638 - 8,638 8,638 APPENDIX L(CONTINUED) PALM DESERT LESS INTENSE ALTERNATIVE AVFRAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING INITIAL i ADJUST- REFINED I FINAL [-ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTHI FORECAST Washington St. Av.38 n/o Av.38 14,298 14,298 14,298 14,298 Dowell Ln. 20th Av. Dillon Rd. 584 584 584 584 Bob Hope Dr. 18th Av. Dillon Rd. 2,174 2,174 2,174 2,174 Bob Hope Dr. 30th Av. s/o 30th Av. 15,063 15,063 15,063 15,063 Bob Hope Dr. Unnamed Rd. n/o Unnamed Rd. 34,927 34,927 34,927 34,927 Bob Hope Dr. Unnamed Rd. s/o Unnamed Rd. 55,265 55,265 55,265 55,265 Bob Hope Dr. Varner Rd. 1-10 WB Ramps 61,571 61,571 61,571 61,571 Varner Rd. Ramon Rd. Bob Hope Dr. 26,405 26,405 26,405 26,405 Varner Rd. Monterey Av. Ramon Rd. 22,981 22,981 22,981 22,981 Monterey Av. Varner Rd. Ramon Rd. 33,426 33,426 33,426 33,426 35th Av. Monterey Av. Lucas Wy. - 10,642 10,642 10,642 10,642 Portola Av. Spine Rd. Frank Sinatra Dr. 5,200 33,830 28,630 - 28,630 33,830 Spine Rd. Portola Av. Cook St. - 2,268 2,268 = 2,268 2,268 vo Cook St. Gerald Ford Dr. Sine Rd. 16,700 56,070 1 39,370 39,370 56,070 U:\UcJobs\00055\Excel\[00055-04.xls]AppendixL APPENDIX M MORE INTENSE ALTERNATIVE DAILY TRAFFIC REFINEMENTS APPENDIX M PALM DESERT MORE INTENSE ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTINGI INITIAL RAW ADJUST- REFI ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTH I FORECAS Desert Crossing north of SR-111 SR-111 1,500 655 845 857 12 1,512 Desert Crossing SR-111 south of SR-111 8,600 - - 8,600 Town Center W . Fred Waring Dr. SR-111 7,700 5,460 2,240 2,782 542 8,242 El Paseo SR-111 Plaza W . 5,800 9,079 3,279 - 3,279 9,079 El Paseo SR-111 Portola Av. 6,500 11,467 4,967 - 4,967 11,467 Plaza W . Shopping Center SR-111 4,500 447 (4,053) 4,082 29 4,529 Monterey Av. Varner Rd. 1-10 WB Rams 15,600 48,163 32,563 - 32,563 48,163 Monterey Av. 1-10 WB Rams 1-10 EB Rams 22,600 54,196 31,596 - 31,596 54,196 Monterey Av. 1-10 EB Rams Dinah Shore Dr. 32,700 64,576 31,876 - 31,876 64,576 Monterey Av. Dinah Shore Dr. Gerald Ford Dr. 34,600 42,538 7,938 - 7,938 42,538 Monterey Av. Gerald Ford Dr. Frank Sinatra Dr. 22,900 33,578 10,678 - 10,678 33,578 Monterey Av. Frank Sinatra Dr. Country Club Dr. 30,600 32,148 1,548 2,631 4,179 34,779 Monterey Av. Country Club Dr. Parkview Dr. 26,300 39,589 13,289 _ 13,289 39,589 Monterey Av. Parkview Dr. Fred Waring Dr. 23,000 32,671 9,671 9,671 32,671 Monterey Av. Fred Waring Dr. SR-111 20,500 29,774 9,274 9,274 29,774 Monterey Av. SR-111 El Paseo 22,800 39,112 16,312 16,312 39,112 College of the Desert north of Fred Waring Dr. Fred Waring Dr. 4,300 2,841 1,459 1,589 130 4,430 College of the Desert Fred Waring Dr. south of Fred Waring Dr. 400 1,033 633 - 633 1,033 San Pablo Av. Ma nesia Falls Dr. Fred Waring Dr. 10,000 3,085 6,915 7,133 218 10,218 San Pablo Av. Fred Waring Dr. SR-111 11,300 10,043 1,257 2,860 1,603 12,903 San Pablo Av. SR-111 El Paseo 5,600 6,379 779 8 787 6,387 San Luis Rey Av. SR-111 El Paseo 6,600 3,530 3,070 3,135 65 6,665 Portola Av. Varner Rd. 1-10 WB Ramps - 34,462 34,462 - 34,462 34,462 Portola Av. 1-10 WB Rams 1-10 EB Ramps - 38,942 38,942 - 38,942 38,942 Portola Av. 1-10 EB Rams Gerald Ford Dr. - 47,889 47,889 - 47,889 47,889 Portola Av. Gerald Ford Dr. Frank Sinatra Dr. 5,200 30,731 25,531 - 25,531 30,731 Portola Av. Frank Sinatra Dr. Country Club Dr. 9,600 39,301 29,701 - 29,701 39,301 Portola Av. Country Club Dr. Hovley Ln.E. 18,600 30,971 12,371 - 12,371 30,971 Portola Av. Hovley Ln. E. Magnesia Falls Dr. 20,500 28,247 7,747 - 7,747 28,247 Portola Av. Magnesia Falls Dr. Fred Waring Dr. 17,400 23,873 6,473 - 6,473 23,873 Portola Av. Fred Waring Dr. SR-111 19,300 24,274 4,974 - 4,974 24,274 Portola Av. SR-111 El Paseo 13,000 11,193 1,807 1,694 113 12,887 Deep Canyon Rd. Magnesia Falls Dr. Fred Waring Dr. 19,800 1,094 18,706 18,445 261 19,539 Deep Canyon Rd. Fred Waring Dr. SR-111 22,600 6,447 16,153 16,844 691 23,291 Deep Canyon Rd. SR-111 Fairway Dr. 8,300 4,499 3,801 3,962 161 8,461 Hospitality Dr. north of SR-111 SR-111 1,500 1,873 373 - 373 1,873 Hospitality Dr. SR-111 south of SR-111 5,900 2,216 3,684 3,689 5 5,905 Chase School Rd. Ramon Rd. Varner Rd. 400 34,683 34,283 - 34,283 34,683 Chase School Rd. Varner Rd. 1-10 WB Rams 5,900 48,773 42,873 42,873 48,773 Cook St. 1-10 WB Rams 1-10 EB Rams 10,700 53,216 42,5161 42,516 53,216 APPENDIX M (CONTINUED) PALM DESERT MORE INTENSE ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTINGI ROADWAY SEGMENT FROM TO COUNT I FORECASTJ GROWTH I MENT GROWTH FORECAST Cook St. 1-10 EB Rams Gerald Ford Dr. 21,900 62,935 41,035 41,035 62,935 Cook St. Gerald Ford Dr. Frank Sinatra Dr. 16,700 60,737 44,037 44,037 60,737 Cook St. Frank Sinatra Dr. Country Club Dr. 22,100 47,463 25,363 25,363 47,463 Cook St. Country Club Dr. Hovley Ln. E. 27,700 51,490 23,790 23,790 51,490 Cook St. Hovley Ln.E. Fred Waring Dr. 25,500 37,630 12,130 12,130 37,630 Cook St. Fred Waring Dr. SR-111 14,300 35,919 21,619 - 21,619 35,919 Cook St. SR-111 Fairway Dr. 7,300 5,118 (2,182) 2.044 138) 7,162 Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 2,200 2,043 157 168 11 2,211 Eldorado Dr. Frank Sinatra Dr. Country Club Dr. 3,200 2,349 (851) 1,018 167 3,367 Eldorado Dr. Country Club Dr. Hovley Ln. E. 3,500 11,250 7,750 - 7,750 11,250 Via Toscana Hovley Ln. E. Pisa - 2,903 2,903 2,903 2,903 Eldorado Dr. Fred Waring Dr. SR-111 5,400 9,661 4,261 4,261 9,661 3 Eldorado Dr. SR-111 Fairway Dr. 4,500 9,610 5,110 = 5,110 9,610 Thousand Palms Canyon Rd. Dillon Rd. Ramon Rd. 1,600 4,446 2,846 2,846 4,446 Oasis Club Dr. Country Club Dr. Hovley Ln. E. 5,200 4,333 (867) 2,501 1,634 6,834 Washington St. Av. 38 Varner Rd. 9,500 64,386 54,886 - 54,886 64,386 Washington St. Varner Rd. 1-10 EB Ramps__ 23,700 73,936 50,236 50,236 73,936 Washington St. 1-10 EB Rams Country Club Dr. 46,200 75,991 29,791 29,791 75,991 Washington St. Country Club Dr. Hovley Ln. E. 15,300 44,565 29,265 29,265 44,565 Washington St. Hovley Ln.E. Fred Waring Dr. 31,000 45,502 14,902 14,502 45,502 Washington St. Fred Waring Dr. SR-111 27,200 47,1l' 3,932 19,932 47,132 Dillon Rd. Hot S rin s Rd. Thousand Palms Canyon Rd. 2,500 3,71 1,215 1,215 3,715 Ramon Rd. Bob Hope Dr. I-10 EB Rams 24,100 48,133 24,033 24,033 48,133 Ramon Rd. 1-10 EB Rams 1-10 WB Rams 19,100 30,010 10,910 10,910 30,010 Ramon Rd. 1-10 WB Rams Varner Rd. 15,900 30,010 14,110 14,110 30,010 Ramon Rd. Monterey Av. Chase School Rd. 6,600 20,245 13,645 13,645 20,245 Dinah Shore Dr. Bob Hope Dr. Monterey Av. 20,500 47,326 26,826 26,826 47,326 Dinah Shore Dr. Monterey Av. Portola Av. - 35,599 35,599 35,599 35,599 Gerald Ford Dr. Bob Hope Dr. Monterey Av. 15,600 39,539 23,939 23,939 39,539 Gerald Ford Dr. _ Monterey Av. Portola Av. 15,500 42,983 27,483 27,483 42,983 Gerald Ford Dr. Portola Av. Cook St. 5,900 34,280 28,380 28,380 34,280 Gerald Ford Dr. Cook St. Frank Sinatra Dr. 4,000 16,138 12,138 12,138 16,138 Spine Rd. Portola Av. Cook St. - 5,977 5,977 5,977 11,954 Frank Sinatra Dr. Bob Hope Dr. Monterey Av. 13,500 25,638 12,138 12,138 25,638 Frank Sinatra Dr. Monterey Av. Portola Av. 11,300 28,370 17,070 17,070 28,370 Frank Sinatra Dr. Portola Av. Cook St. 6,600 26,785 20,185 20,185 26,785 Frank Sinatra Dr. lCook St. Gerald Ford Dr. 6,000 7,465 1,465 1,465 7,465 Frank Sinatra Dr. lGerald Ford Dr. Eldorado Dr. 9,200 17,088 7,888 7,888 17,088 Av. 38 Varner Rd. Washington St. 300 25,175 24,875 24,875 25,175 Tarnarisk Row Dr. Eldorado Dr. Count Club Dr. 1 6,400 1 14,141 1 8,341 1 8,341 14,741 APPENDIX M(CONTINUED) PALM DESERT MORE INTENSE ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY ROADWAY SEGMENT FROM TO COUNT I FORECASTJ GROWTH MENT GROWTH I FORECAST Varner Rd. Monterey Av. 1-10 WB Ramp at Monterey 4,000 30,974 26,974 26,974 30,974 Varner Rd. 1-10 nterey Portola Av. 4,000 17,961 13,961 13,961 17,961 Varner Rd. Portola Av. 1-10 WB Ramp at Portola 4,000 44,608 40,608 40,608 44,608 Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. 4,000 32,435 28.435 28,435 32,435 Varner Rd. Chase School Rd. Av.38 3,500 37,852 34,352 34,352 37,852 Varner Rd. Av. 38 1-10 WB On Ramp at Washington 3,500 6,400 2,900 - 2,900 6,406 Varner Rd. 1-10 WB On Ramp at Washington Washington St. 6,300 14,970 8,670 8,670 14,970 Varner Rd. Washington St. 1-10 WB Rams 14,400 31,431 17,031 17,031 31,431 Varner Rd. 1-10 WB Rams Adams St. 7,000 22,919 15,919 - 15,919 22,919 1-10 WB Rams(Washington St. 1-10 Fw . Varner Rd. 10,000 8,511 (1,489) 2,048 559 10,559 1-10 EB Rams Bob Hope Dr./Ramon Rd.) 1-10 Fw . Bob Hope Dr. - 20,333 20,333 - 20,333 20,333 1-10 EB Rams(Bob Hoe Dr./Ramon Rd.) Ramon Rd. 1-10 Fwy. 7,700 19,353 11,653 11,653 19,353 1-10 EB Rams Bob Hoe Dr./Ramon Rd.) Bob Hope Dr. 1-10 Fw . _ 8,702 8,702 8,702 8,702 ( � 1-10 WB Rams Bob Hope Dr./Ramon Rd. 1-10 Fw . Bob Hoe Dr. 22,501 22,501 22,501 22,501 V t 1-10 WB Rams Bob Hoe Dr./Ramon Rd.) Bob Hoe Dr. 1-10 Fw 21,478 21,478 21,478 21,478 1-10 EB Rams(Monterey Av. 1-10 Fw . Monterey Av. 9,100 9,363 263 263 9,363 1-10 EB Rams(Monterey Av. Monterey Av. 1-10 Fw . 7,100 14,905 7,805 7,805 14,905 1-10 WB Rams(Monterey Av.) 1-10 Fw . Varner Rd. 5,900 11,742 5,842 5,842 11,742 I-10 WB Rams(Monterey Av.) Monterey Av. 1-10 Fw . 6,700 7,261 561 561 7,261 1-10 WB On Ram (Washington St. Varner Rd. 1-10 Fw - 9,013 9,013 9,013 9,013 1-10 EB Rams(Washington St. 1-10 Fw . Washington St. 23,401 23,401 23,401 23,401 1-10 EB Rams(Washington St.) Washington St. 1-10 Fw - 15,201 15,201 15,201 15,201 1-10 EB Ramps(Portola Av.) 1-10 Fw . Portola Av. - 12,832 12,832 12,832 12,832 1-10 EB Rams Portola Av. Portola Av. 1-10 Fw - 11,583 11,583 11,583 11,583 1-10 WB Rams Portola Av. 1-10 Fw . Varner Rd. - 14,446 14,446 14,446 14,446 1-10 WB Rams Portola Av.) Portola Av. 1-10 Fw - 1,535 1,535 1,535 1,535 1-10 EB Ramps(Cook St.) 1-10 Fw . Cook St. 7,100 13,327 6,227 6,227 13,327 1-10 EB Rams Cook St.) Cook St. 1-10 Fw . 3,500 11,064 7,564 7,564 11,064 1-10 WB Ramps(Cook St.) 1-10 Fw . Cook St. 7,700 10,202 2,502 2,502 10,202 1-10 WB Rams Cook St.) Cook St. 1-10 Fw . 2,500 5,278 2,778 2,778 5,278 Country Club Dr. Bob Hoe Dr. Monterey Av. 28,800 33,449 4,649 4,649 33,449 Country Club Dr. Monterey Av. Portola Av. 18,700 25,411 6,711 6,711 25,411 Country Club Dr. Portola Av. Cook St. 21,200 29.111 7,911 7,911 29,111 Country Club Dr. Cook St. Eldorado Dr. 21,500 35,329 13,829 13,829 35,329 Country Club Dr. Eldorado Dr. Oasis Club Dr. 20,200 26,659 6,459 6,459 26,659 Country Club Dr. Oasis Club Dr. _ Washington St. 31,700 40,697 8,997 8,997 40,697 Country Club Dr. Washington St. Av.42 19,300 26,738 7,438 - 7,438 26,738 Hovley Ln. E. Portola Av. Cook St. 14,200 12,552 (1,648) 5,209 3,561 17,761 Hovley Ln. E. Cook St. I Eldorado Dr. 13,600 22,905 9,305 - 9,305 22,905 Hovley Ln. E. Eldorado Dr. Oasis Club Dr. 12,800 27,286 14,486 - 14,486 1 27,286 APPENDIX M(CONTINUED) PALM DESERT MORE INTENSE ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY INITIALEXISTING A ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTH FORECAST Hovley Ln. E. Oasis Club Dr. Washington St. 14,500 18,863 4,363 - 4,363 18,863 Av.42 Washington St. Adams St. 23,100 22,745 (355) 3,620 3,265 26,365 Magnesia Falls Dr. Monterey Av. Portola Av. 800 6,896 6,096 - 6,096 6,896 Magnesia Falls Dr. Portola Av. Deep Canyon Rd. 3,400 2,117 (1,283) 927 356) 3,044 Painters Path Fred Waring Dr. SR-111 2,800 - - - - 2,800 Parkview Dr. SR-111 Monterey Av. 5,100 9,849 4,749 - 4,749 9,849 Parkview Dr. Monterey Av. College of the Desert 8,400 3,908 (4,492) 4,532 40 8,440 Fred Waring Dr. SR-111 Monterey Av. 15,700 24,265 8,565 - 8,565 24,265 Fred Waring Dr, Monterey Av. College of the Desert 28,900 38,627 9,727 9,727 38,627 Fred Waring Dr. Colle e of the Desert San Pablo Av. 28,400 38,884 10,484 10,484 38,884 Fred Waring Dr. San Pablo Av. Portola Av. 38,300 40,384 2,084 2,084 40,384 Fred Waring Dr. Portola Av. Deep Canyon Rd. 22,500 38,398 15,898 15,898 38,398 Fred Waring Dr. Deep Canyon Rd. Cook St. 47,600 43,293 (4,307) 5,587 1,280 48,880 Fred Waring Dr. Cook St. Eldorado Dr. 21,700 46,187 24,487 - 24,487 46,187 Fred Waring Dr. Eldorado Dr. California Dr. 21,700 45,888 24,188 24,188 45,888 6 Fred Waring Dr. California Dr. Warner Tr. 21,700 44,448 22,748 22,748 44,448 Fred Waring Dr. Warner Tr. Washington St. 21,700 53,881 32,181 32,181 53,881 Fred Waring Dr. Washington St. Jefferson St. 19,900 34,358 14,458 - 14,458 34,358 SR-111 Bob Hope Dr. Parkview Dr. 42,100 69,078 26,978 26,978 69,078 SR-111 Parkview Dr. Fred Waring Dr. 36,700 60,861 24,161 24,161 60,861 SR-111 Fred Waring Dr. Desert Crossing 32,700 41,609 8,909 8,909 41,609 SR-111 Desert Crossing El Paseo/Town Center W . 34,500 42,264 7,764 7,764 42,264 SR-111 El Paseo/Town Center W . Plaza W . 23,700 37,641 13,941 13,941 37,641 SR-111 Plaza W . Monterey Av. 28,400 39,654 11,254 11,254 39,654 SR-111 Monterey Av. San Pablo Av. 30,000 47,948 17,948 17,948 47,948 SR-111 San Pablo Av. San Luis Rey Av. 27,900 49,561 21,661 21,661 49,561 SR-111 San Luis Rey Av. Portola Av. 32,900 52,971 20,071 20,071 52,971 SR-111 Portola Av. El Paseo/Cabrillo Av. 32,000 50,009 18,009 18,009 50,009 SR-111 El Paseo/Cabrillo Av. Deep Canyon Rd. 40,800 61,698 20,898 20,898 61,698 SR-111 Deep Canyon Rd. Hospitality Dr. 30,400 61,516 31,116 31,116 61,.916 SR-111 Hospitality Dr. Cook St. 30,500 63,386 32,886 32,886 63,386 SR-111 Cook St. Eldorado Dr. 31,800 66,823 35,023 35,023 66,823 SR-111 Eldorado Dr. Miles Av. 35,000 73,274 38,274 38,274 73,274 Mesa View Dr. SR-74 Portola Av. 3,500 3,012 (488) 754 266 3,766 Haystack Rd. SR-74 Portola Av. - 958 958 - 958 958 Av.42 Hovley Ln.E. Cook St. 3,601 3,601 3,601 3,601 Hovley Ln.West Monterey Av. Portola Av. 2,365 2,365 2,365 2,365 35th Av. Unnamed Rd. Dinah Shore Dr. 13,379 13,379 13,379 13,379 Lucas Way Dinah Shore Dr. 135th Av. 1 1 3,229 3,229 3,229 3,229 APPENDIX M(CONTINUED) PALM DESERT MORE INTENSE ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY INITIAL ROADWAY SEGMENT I FROM I TO I COUNT FORECASTI GROWTH MENT GROWTH FORECAST Unnamed Rd. Dinah Shore Dr. 35th Av. 3,665 3,665 3,665 3,665 California Dr. Fred Waring Dr. Warner Tr. 1,385 1,385 1,385 1,385 Warner Tr. Av.of the States Fred Waring Dr. 9,242 9,242 9,242 9,242 Bob Hope Dr. 18th Av. 20th Av. 6,029 6,029 6,029 6,029 Bob Hope Dr. 20th Av. 22nd Av. 8,373 8,373 8,373 8,373 Bob Hope Dr. 22nd Av. 30th Av. 8,258 8,258 8,258 8,258 Dillon Rd. 18th Av. Dowell Ln. 2,427 2,427 2,427 2,427 20th Av. Bob Hope Dr. Dowell Ln. 2,772 2,772 2,772 2,772 22nd Av. Bob Hope Dr. Dowell Ln. 763 763 763 763 Dowell Ln. 20th Av. 22nd Av. 661 661 661 661 Dillon Rd. 20th Av. Dowell Ln. 2,375 2,375 2,375 2,375 3 20th Av. Dowell Ln. Dillon Rd. 2,109 2,109 2,109 2,109 22nd Av. Dowell Ln. Dillon Rd. 1821 182 182 182 Dillon Rd. 20th Av. 22nd Av. 3,251 3,251 3,251 3,251 Eldorado Dr. Fred Waring Dr. Hovley Ln. E. 2,594 2,594 2,594 2,594 Dillon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. 1,511 1,511 1,511 1,511 Thousand Palms Canyon Rd. Dillon Rd. n/o Dillon Rd. 484 484 484 484 Thousand Palms Canyon Rd. 26th Av. Dillon Rd, 2,635 2,635 2,635 2,635 Thousand Palms Canyon Rd. 26th Av. s/o 26th Av. 4,446 4,446 4,446 4,446 26th Av. Thousand Palms Canyon Rd. Dillon Rd. 1,359 1,359 1,359 1,359 Dillon Rd. w/o Bob Hoe Dr. Ext. Bob Hoe Dr. Ext. 3,617 3,617 - 3,617 3,617 Dillon Rd. Bob Hoe Dr. 18th Av. 1,693 1,693 - 1,693 1,693 Warner Tr. Hovley Ln. E. California Dr. 10,037 10,037 - 10,037 10,037 18th Av. Bob Hope Dr. w/o Bob Hope Dr. 5,120 5,120 - 5,120 5,120 18th Av. Bob Hope Dr. Dillon Rd. 735 735 - 735 735 20th Av. Bob Hope Dr. w/o Bob Hope Dr. 969 969 - 969 969 30th Av. Bob Hope Dr. w/o Bob Hope Dr. 2,873 2,873 - 2,873 2,873 Unnamed Rd. Bob Hope Dr. e/o Bob Hope Dr. 22,360 22,360 - 22,360 22,360 Monterey Av. Ramon Rd. Unnamed Rd. 18,549 18.549 - 18,549 18,549 Ramon Rd. Chase School Rd. Thousand Palms Canyon Rd. 10,779 10,779 - 10,779 10,779 Ramon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. 10,775 10,775 - 10,775 10,775 Washington St. Av. 38 n/o Av. 38 16,322 16,322 - 16,322 16,322 Dowell Ln. 20th Av. Dillon Rd. 661 661 - 661 661 Bob Hope Dr. 18th Av. Dillon Rd. 2,196 2,196 - 2,196 2,196 Bob Hope Dr. 30th Av. s/o 30th Av. 15,294 15,294 - 15,294 15,294 Bob Hoe Dr. I Unnamed Rd. n/o Unnamed Rd. 35,623 1 35,623 1 35,623 1 35,623 APPENDIX M(CONTINUED) PALM DESERT MORE INTENSE ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME SUMMARY ROADWAY SEGMENT I FROM TO COUNT I FORECASTIGROWTHI MENT GROWTH FORECAST Bob Hope Dr. Unnamed Rd. s/o Unnamed Rd. 56,302 56,302 56,302 56,302 Bob Hope Dr. Varner Rd. 1-10 WB Ramps 62,650 62,650 62,650 62,650 Varner Rd. Ramon Rd. Bob Hope Dr. 27,241 27,241 27,241 27,241 Varner Rd. Monterey Av. Ramon Rd. 24,178 24,178 - 24,178 24,178 Monterey Av. Varner Rd. Ramon Rd. 35,354 35,354 35,354 35,354 35th Av. Monterey Av. Lucas Wy. 10,933 10,933 10,933 10,933 Portola Av. Frank Sinatra Dr. ISpine Rd. 33,936 33,936 33,936 33,936 Spine Rd. Portola Av. I Cook St. 2,285 2,285 21285 2,285 Cook St. ISpine Rd. lGerald Ford Dr. 58,732 1 58,732 58,732 58,732 U:\UcJobs\00055\Excel\[00055-04.xls]AppendixM 3 na APPENDIX N PREFERRED ALTERNATIVE WITHOUT PROPOSED PORTOLA AVENUE AT 1-10 FREEWAY INTERCHANGE DAILY TRAFFIC VOLUME REFINEMENTS APPENDIX N PALM DESERT PREFERRED ALTERNATIVE WITHOUT PORTOLA AVENUE AT 1-10 FREEWAY INTERCHANGE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING INITIAL I RAW ADJUST- REFINED FINAL ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTH FORECAST Desert Crossing north of SR-111 SR-111 1,500 670 830) 857 27 1,527 Desert Crossing SR-111 south of SR-111 8,600 - - 8,600 Town Center W . Fred Waring Dr. SR-111 7,700 5,368 2,332 2,782 450 8,150 El Paseo SR-111 Plaza W . 8,400 8,303 97 97 8,303 El Paseo SR-111 Portola Av. 6,500 10,675 4,175 - 4,175 10,675 Plaza W . Shopping Center SR-111 4,500 426 4,074 4,082 8 4,508 Monterey Av. Varner Rd. 1-10 WB Rams 15,600 55,761 40,161 - 40,161 55,761 Monterey Av. 1-10 WB Rams 1-10 EB Rams 22,600 63,671N12, - 41,071 63,671 MontereyAv. 1-10 EB Rams Dinah Shore Dr. 32,700 83,116 - 50,416 83,116 MontereyAv. Dinah Shore Dr. Gerald Ford Dr. 34,600 44,879 - 10,279 44,879 MontereyAv. Gerald Ford Dr. Frank Sinatra Dr. 22,900 28,418 - 5,518 28,418 MontereyAv. Frank Sinatra Dr. Count Club Dr. 30,600 28,602 2,631 633 31,233 MontereyAv. Count Club Dr. Parkview Dr. 26,300 38,476 - 12,176 38,476 Z Monterey Av. Parkview Dr. Fred Waring Dr. 23,000 32,852 9,852 9,852 32,852 Monterey Av. Fred Waring Dr. SR-111 20,500 28,781 8,281 - 8,281 28,781 w Monterey Av. SR-111 El Paseo 22,800 40,324 17,524 - 17,524 40,324 College of the Desert north of Fred Waring Dr. Fred Waring Dr. 4,300 2,826 1,474 1,589 115 4,415 College of the Desert Fred Waring Dr. south of Fred Waring Dr. 400 1,046 646 - 646 1,046 San Pablo Av. Magnesia Falls Dr. Fred Waring Dr. 10,000 2,914 7,086 7,133 47 10,047 San Pablo Av. Fred Waring Dr. SR-111 11,300 10,431 869 2,860 1,991 13,291 San Pablo Av. SR-111 El Paseo 5,600 6,726 1,126 8 11134 6,734 San Luis Rey Av. SR-111 El Paseo 6,600 3,153 3,447 31135 312 6,288 Portola Av. Varner Rd. 1-10 WB Ramps - #N/A #N/A - #N/A #N/A Portola Av. I-10 WB Rams 1-10 EB Ramps - #N/A #N/A - #N/A #N/A Portola Av. 1-10 EB Rams Gerald Ford Dr. - #N/A #N/A - #N/A #N/A Portola Av. Gerald Ford Dr. Sine Rd. 5,200 29,566 24,366 - 24,366 29,566 Portola Av. Frank Sinatra Dr. Country Club Dr. 9,600 36,918 27,318 - 27,318 36,918 Portola Av. Country Club Dr. Hovley Ln. E. 18,600 30,583 11,983 - 11,983 30,583 Portola Av. Hovley Ln. E. Magnesia Falls Dr. 20,500 27,458 6,958 - 6,958 27,458 Portola Av. Magnesia Falls Dr. Fred Waring Dr. 17,400 22,959 5,559 - 5,559 22,959 Portola Av. Fred Waring Dr. SR-111 19,300 24,622 5,322 - 5,322 24,622 Portola Av. SR-111 El Paseo 13,000 11,238 (1,762) 1,694 68 12,932 Deep Canyon Rd. Magnesia Falls Dr. Fred Waring Dr. 19,800 1,557 18,243 18,445 202 20,002 Deep Canyon Rd. Fred Waring Dr. SR-111 22,600 5,500 17,100 16,844 256 22,344 Deep Canyon Rd. SR-111 Fairway Dr. 8,300 3,931 4,369 3,962 407 7,893 Hospitality Dr. north of SR-111 SR-111 1,500 1,951 451 - 451 1,951 Hospitality Dr. SR-111 south of SR-111 5,900 2,243 (3,657) 3,689 32 5,932 Chase School Rd. Ramon Rd. Varner Rd. 400 30,335 29,935 29,935 30,335 Chase School Rd. Varner Rd. 1-10 WB Rams 5,900 58,088 52,188 52,188 58,088 Cook St. 1-10 WB Rams 1-10 EB Rams 10,700 67,169 56,469 56,469 67,169 APPENDIX N(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE WITHOUT PORTOLA AVENUE AT 1-10 FREEWAY INTERCHANGE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING INITIAL I RAW JADJUST- REFINEDI FINAL ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTH MENT GROWTH FORECAST Cook St. 1-10 EB Rams Gerald Ford Dr. 21,900 76,335 54,435 - 54,435 76,335 Cook St. Sine Rd. Frank Sinatra Dr. 16,700 62,254 45,554 - 45,554 62,254 Cook St. Frank Sinatra Dr. Country Club Dr. 22,100 48,048 25,948 - 25,948 48,048 Cook St. Country Club Dr. Hovley Ln. E. 27,700 52,500 24,800 - 24,800 52,500 Cook St. Hovley Ln. E. Fred Waring Dr. 25,500 39,382 13,882 - 13,882 39,382 Cook St. Fred Waring Dr. SR-111 14,300 39,647 25,347 - 25,347 39,647 Cook St. SR-111 Fairway Dr. 7,300 5,392 1,908 2,044 136 7,436 Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 2,200 2,023 177 168 9 2,191 Eldorado Dr. Frank Sinatra Dr. Country Club Dr. 3,200 2,352 848) 1,018 170 3,370 Eldorado Dr. Country Club Dr. Hovley Ln. E. 3,500 10,773 7,273 - 7,273 10,773 Via Toscana Hovley Ln.E. Pisa - 2,876 2,876 2,876 2,876 Eldorado Dr. Fred Waring Dr. SR-111 5,400 8,962 3,562 3,562 8,962 Eldorado Dr. SR-111 Fairway Dr. 4,500 9,642 5,142 - 5,142 9,642 L Thousand Palms Canyon Rd. Dillon Rd. Ramon Rd. 1,600 4,322 2,722 - 2,722 4,322 Oasis Club Dr. Country Club Dr. Hovley Ln. E. 5,200 4,358 842 2,501 1,659 6,859 Washington St. Av.38 Varner Rd. 9,500 62,319 52,819 - 52,819 62,319 Washington St. Varner Rd. 1-10 EB Rams 23,700 73,524 49,824 - 49,824 73,524 Washington St. 1-10 EB Rams Country Club Dr. 46,200 76,116 29,916 - 1 29,916 76,116 Washington St. Country Club Dr. Hovley Ln.E. 15,300 43,796 28,496 - 28,496 43,796 Washington St. Hovley Ln.E. Fred Waring Dr. 31,000 45,583 14,583 - 14,583 45,583 Washington St. Fred Waring Dr. SR-111 27,200 44,282 17,082 - 17,082 44,282 Dillon Rd. Hot Springs Rd. Thousand Palms Canyon Rd. 2,500 3,612 1,112 - 1,112 3,612 Ramon Rd. Bob Hope Dr. 1-10 EB Rams 24,100 48,544 24,444 - 24,444 48,544 Ramon Rd. 1-10 EB Rams 1-10 WB Rams 19,100 30,384 11,284 - 11,284 30,384 Ramon Rd. 1-10 WB Rams Varner Rd. 15,900 30,384 14,484 - 14,484 30,384 Ramon Rd. Monterey Av. Chase School Rd. 6,600 15,855 9,255 - 9,255 15,855 Dinah Shore Dr. Bob Hope Dr. Monterey Av. 20,500 50,530 30,030 - 30,030 50,530 Dinah Shore Dr. Monterey Av. Portola Av. - 49,588 49,588 - 49,588 49,588 Gerald Ford Dr. Bob Hope Dr. Monterey Av. 15,600 35,441 19,841 - 19,841 35,441 Gerald Ford Dr. Monterey Av. Portola Av. 15,500 32,009 16,509 - 16,509 32,009 Gerald Ford Dr. Portola Av. Cook St. 5,900 42,193 36,293 - 36,293 42,193 Gerald Ford Dr. Cook St. Frank Sinatra Dr. 4,000 16,669 12,669 - 12,669 16,669 Spine Rd. Portola Av. Cook St. - 7,364 7,364 7,364 14,728 Frank Sinatra Dr. Bob Hoe Dr. Monterey Av. 13,500 25,540 12,040 - 12,040 25,540 Frank Sinatra Dr. Monterey Av. Portola Av. 11,300 28,634 17,334 - 17,334 28,634 Frank Sinatra Dr. Portola Av. Cook St. 10,300 33,412 23,112 - 23,112 33,412 Frank Sinatra Dr. Cook St. lGerald Ford Dr. 6,000 8,993 2,993 - 2,993 8,993 Frank Sinatra Dr. Gerald Ford Dr. I Eldorado Dr. 9,200 18,918 9,718 9,718 18,918 Av.38 Varner Rd. lWashington St. 300 24,738 24,438 24,438 1 24,738 Tamarisk Row Dr. Eldorado Dr. lCountry Club Dr. 6,400 16,463 10,063 - 10,063 16.463 11 - i r 11 APPENDIX N(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE WITHOUT PORTOLA AVENUE AT 1-10 FREEWAY INTERCHANGE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING INITIAL I RAW ADJUST- REFINED Fl ROADWAY SEGMENT FROM TO COUNT FORECASTI GROWTH I MENT GROWTH FORECAST Varner Rd. Monterey Av. 1-10 WB Ramp at Monterey 4,000 41,396 37,396 37,396 41,396 Varner Rd. 1-10 WB Ramp at Monterey Portola Av. 4,000 22,586 18,586 18,586 22,586 Varner Rd. Portola Av. 1-10 WB Ramp at Portola 4,000 22,813 18,813 18,813 22,813 Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. 4,000 22,813 18,813 18,813 22,813 Varner Rd. Chase School Rd. Av.38 3,500 36,379 32,879 32,879 36,379 Varner Rd. Av.38 1-10 WB On Ramp at Washington 3,500 6,326 2,826 - 2,826 6,326 Varner Rd. 1-10 WB On Ramp at Washington Washington St. 6,300 13,523 7,223 - 7,223 13,523 Varner Rd. Washington St. 1-10 WB Rams 14,400 31,790 17,390 17,390 31,790 Varner Rd. 1-10 WB Rams Adams St. 7,000 22,499 15,499 15,499 22,499 1-10 WB Ramps(Washington St.) 1-10 Fw . Varner Rd. 10,000 9,292 708 2,048 1,340 11,340 1-10 EB Rams Bob Hoe Dr./Ramon Rd. 1-10 Fw . Bob Hoe Dr. - 20,299 20,299 - 20,299 20,299 1-10 EB Rams Bob Hoe Dr./Ramon Rd. Ramon Rd. 1-10 Fwy. 7,700 20,320 12,620 12,620 20,320 Z 1-10 EB Rams Bob Hoe Dr./Ramon Rd. Bob Hope Dr. 1-10 Fw . - 8,235 8,235 = 8,235 8,235 tV�1 1-10 WB Rams Bob Hope Dr./Ramon Rd. 1-10 Fw . Bob Hoe Dr. 23,245 23,245 23,245 23,245 1-10 WB Rams Bob Hope Dr./Ramon Rd. Bob Hoe Dr. 1-10 Fw . - 22,324 22,324 22,324 22,324 1-10 EB Rams(Monterey Av. 1-10 Fw . Monterey Av. 9,100 16,041 6,941 6,941 16,041 1-10 EB Rams(Monterey Av. Monterey Av. 1-10 Fw . 7,100 19,604 12,504 12,504 19,604 1-10 WB Rams(Monterey Av. 1-10 Fw . Varner Rd. 5,900 15,487 9,587 9,587 15,487 1-10 WB Rams(Monterey Av. Monterey Av. 1-10 Fw . 6,700 10,503 3,803 - 3,803 10,503 1-10 WB On Ram (Washington St. Varner Rd. 1-10 Fw - 7,946 7,946 - 7,946 7,946 1-10 EB Rams(Washington St. 1-10 Fw . Washington St. 22,775 22,775 - 22,775 22,775 1-10 EB Rams(Washington St. Washington St. 1-10 Fwy 14,971 14,971 - 14,971 14,971 1-10 EB Rams Portola Av. 1-10 Fwy. Portola Av. #N/A #N/A - #N/A #N/A 1-10 EB Ramps(Portola Av.) Portola Av. 1-10 Fwy #N/A #N/A - #N/A #N/A 1-10 WB Rams Portola Av. 1-10 Fw . Varner Rd. #N/A #N/A - #N/A #N/A 1-10 WB Rams Portola Av. Portola Av. 1-10 Fwy #N/A #N/A - #N/A #N/A 1-10 EB Rams Cook St. 1-10 Fw . Cook St. 7,100 17,831 10,731 - 10,731 17,831 1-10 EB Rams Cook St. Cook St. 1-10 Fw . 3,500 14,572 11,072 - 11,072 14,572 1-10 WB Rams Cook St. 1-10 Fwy. Cook St. 7,700 15,598 7,898 - 7,898 15,598 1-10 WB Rams Cook St. Cook St. 1-10 Fw . 2,500 4,967 2,467 - 2,467 4,967 Country Club Dr. Bob Hope Dr. Monterey Av. 28,800 33,659 4,859 - 4,859 33,659 Country Club Dr. Monterey Av. Portola Av. 18,700 23,647 4,947 - 4,947 23,647 Country Club Dr. Portola Av. Cook St. 21,200 29,154 7,954 - 7,954 29,154 Country Club Dr. Cook St. Eldorado Dr. 21,500 33,897 12,397 - 12,397 33,897 Country Club Dr. Eldorado Dr. Oasis Club Dr. 20,200 25,556 5,356 - 5,356 25,556 Country Club Dr. Oasis Club Dr. Washington St. 31,700 41,730 10,030 - 10,030 41,730 Country Club Dr. Washington St. Av.42 19,300 25,608 6,308 - 6,308 25,668 Hovley Ln.E. Portola Av. Cook St. 14,200 12,521 1,6791 1,600 - 14,260 Hovley Ln.E. Cook St. Eldorado Dr. 13,600 24,078 10,478 10,478 24,078 Hovley Ln.E. Eldorado Dr. Oasis Club Dr. 1 12,8001 27,867 15,067 - 15,067 ZL,867JI APPENDIX N(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE WITHOUT PORTOLA AVENUE AT 1-10 FREEWAY INTERCHANGE AVERAGE DAILY TRAFFIC VOLUME SUMMARY ROADWAY SEGMENT FROM TO COUNT IFORECASI GROWTH MENT I GROWTH FORECAST Hovley Ln. E. Oasis Club Dr. Washington St. 14,500 20,942 6,442 - 6,442 20,942 Av.42 Washington St. Adams St. 23,100 23,908 808 3,620 4,428 27,528 Magnesia Falls Dr. Monterey Av. Portola Av. 800 5,869 5,069 - 5,069 5,869 Magnesia Falls Dr. Portola Av. Dee Canyon Rd. 3,400 2,517 (883) 927 44 3,444 Painters Path Fred Waring Dr. SR-111 2,800 - - - - 2,800 Parkview Dr. SR-111 Monterey Av. 5,100 10,977 5,877 - 5,877 10,977 Parkview Dr. Monterey Av. College of the Desert 8,400 3,953 4,447) 4,532 85 8,485 Fred Waring Dr. SR-111 Monterey Av. 15,700 22,732 7,032 - 7,032 22,732 Fred Waring Dr. Monterey Av. College of the Desert 28,900 37,443 8,543 8,543 37,443 Fred Waring Dr. College of the Desert San Pablo Av. 28,400 37,703 9,303 9,303 37,703 Fred Waring Dr. San Pablo Av. Portola Av. 38,300 38,875 575 - 575 38,875 �y Fred Waring Dr. Portola Av. Deep Canyon Rd. 38,900 34,930 3,970 1,555 (2,415) 36,485 L- Fred Waring Dr. Deep Canyon Rd. Cook St. 47,600 39,762 7,838) 5,587 2,251 45,349 p� Fred Waring Dr. Cook St. Eldorado Dr. 21,700 42,346 20,646 - 20,646 42,346 Fred Waring Dr. Eldorado Dr. California Dr. 21,700 43,381 21,681 21,681 43,381 Frr'r!Waring Dr. California Dr. Warner Tr. 22,900 41,887 18,987 18,987 41,887 Fred Waring Dr. Warner Tr. Washington St. 22,900 48,530 25,630 25,630 48,530 Fred Waring Dr. Washington St. Jefferson St. 19,900 32,123 12,223 12,223 32,123 SR-111 Bob Hoe Dr. Parkview Dr. 42,100 70,086 27,986 27,986 70,086 SR-111 Parkview Dr. Fred Waring Dr. 36,700 60,780 24,080 24,080 60,780 SR-111 Fred Waring Dr. Desert Crossing 32,700 42,895 10,195 10,195 42,895 SR-111 Desert Crossing El Paseo/Town Center W . 34,buo 43,566 9,066 9,066 43,566 SR-111 El PaseofTown Center W . Plaza W . 23,700 39,677 15,977 15,977 39,677 SR-111 Plaza W . Monterey Av. 28,400 41,814 13,414 13,414 41,814 SR-111 Monterey Av. San Pablo Av. 30,000 50,520 20,520 20,520 50,520 SR-111 San Pablo Av. San Luis Rey Av. 27,900 52,540 24,640 24,640 52,540 SR-111 San Luis Rey Av. Portola Av. 32,900 54,937 22,037 22,037 54,937 SR-111 Portola Av. El Paseo/Cabrillo Av. 32,000 53,451 21,451 21,451 53,451 SR-111 _ El Paseo/Cabrillo Av. Deep Canyon Rd. 40,800 64,501 23,701 23,701 64,501 SR-111 Deep Canyon Rd. Hospitality Dr. 30,400 64,427 34,027 34,027 64,427 SR-111 Hospitality Dr. Cook St. 30,500 66,499 35,999 35,999 66,499 SR-111 Cook St. Eldorado Dr. 31,800 72,064 40,264 40,264 72,064 SR-111 Eldorado Dr. Miles Av. 35,000 76,466 41,466 - 41,466 76,466 Mesa View Dr. SR-74 Portola Av. 3,500 2,609 (891) 754 (137) 3,363 Haystack Rd. SR-74 Portola Av. - 928 928 - 928 928 Av.42 Hovley Ln. E. Cook St. 3,594 3,594 3,594 3,594 Hovley Ln.West Monterey Av. Portola Av. 2,358 2,358 2,358 2,358 35th Av. Unnamed Rd. Dinah Shore Dr. 6,929 6,929 6,929 6,929 Lucas Way Dinah Shore Dr. 135th Av. 4,339 4,339 1 4,s39 1 4,33911 1 APPENDIX N(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE WITHOUT PORTOLA AVENUE AT 1-10 FREEWAY INTERCHANGE AVERAGE DAILY TRAFFIC VOLUME SUMMARY ROADWAY SEGMENT FROM TO COUNT FORECAST GROWTHI MENT I GROWTH I FORECAST Unnamed Rd. Dinah Shore Dr. 35th Av. 3,883 3,883 3,883 3,883 California Dr. Fred Waring Dr. Warner Tr. 1,426 1,426 1,426 1,426 Warner Tr. Av.of the States Fred Waring Dr. 9,311 9,311 9,311 9,311 Bob Hope Dr. 18th Av. 20th Av. - 6,111 6,111 - 6,111 6,111 Bob Hope Dr. 20th Av. 22nd Av. - 8,479 8,479 - 8,479 8,479 Bob Hope Dr. 22nd Av. 30th Av. - 8,211 8,211 - 8,211 8,211 Dillon Rd. 18th Av. Dowell Ln. - 2,339 2,339 - 2,339 2,339 20th Av. Bob Hope Dr. Dowell Ln. - 2,804 2,804 - 2,804 2,804 22nd Av. Bob Hope Dr. Dowell Ln. - 600 600 - 600 600 Dowell Ln. 20th Av. 22nd Av. - 657 657 - 657 657 Dillon Rd. 20th Av. Dowell Ln. 2,316 2,316 - 2,316 2,316 20th Av. Dowell Ln. Dillon Rd. - 2,144 2,144 1 - 2,144 2,144 22nd Av. Dowell Ln. Dillon Rd. - 151 151 - 151 151 Dillon Rd. 20th Av. 22nd Av. - 3,234 3,234 - 3,234 3,234 Eldorado Dr. Fred Waring Dr. Hovley Ln.E. - 1,561 1,561 - 1,561 1,561 Dillon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. - 1,483 1,483 - 1,483 1,483 Thousand Palms Canyon Rd. Dillon Rd. n/o Dillon Rd. - 487 487 - 487 487 Thousand Palms Canyon Rd. 26th Av. Dillon Rd. - 2,568 2,568 2,568 2,568 Thousand Palms Canyon Rd. 26th Av. s/o 26th Av. - 4,322 4,322 - 4,322 4,322 26th Av. Thousand Palms Canyon Rd. Dillon Rd. - 1,334 1,334 - 1,334 1,334 Dillon Rd. w/o Bob Hoe Dr.Ext. Bob Hoe Dr.Ext. - 3,588 3,588 - 3,588 3,588 Dillon Rd. Bob Hoe Dr. 18th Av. - 1,608 1,608 - 1,608 1,608 Warner Tr. Hovley Ln. E. California Dr. - 10,195 10,195 - 10,195 10,195 18th Av. Bob Hope Dr. w/o Bob Hope Dr. - 5,160 5,160 - 5,160 5,160 18th Av. Bob Hope Dr. Dillon Rd. - 732 732 - 732 732 20th Av. Bob Hope Dr. w/o Bob Hope Dr. - 949 949 - 949 949 30th Av. Bob Hope Dr. w/o Bob Hope Dr. - 2,810 2,810 - 2,810 2,810 Unnamed Rd. Bob Hope Dr. e/o Bob Hope Dr. - 22,127 22,127 - 22,127 22,127 Monterey Av. Ramon Rd. Unnamed Rd. - 16,750 16,750 - 16,750 16,750 Ramon Rd. Chase School Rd. Thousand Palms Canyon Rd. 6,600 9,561 2,961 - 2,961 9,561 Ramon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. - 9,523 9,523 - 9,523 9,523 Washington St. Av.38 n/o Av.38 15,114 15,114 - 15,114 15,114 Dowell Ln. 20th Av. Dillon Rd. 657 657 - 657 657 Bob Hope Dr. 18th Av. Dillon Rd. 1 2,253 2,253 - 2,253 2,253 Bob Hope Dr. 30th Av. s/o 30th Av. 15,167 15,167 - 15,167 15,167 Bob Hoe Dr. Unnamed Rd. n/o Unnamed Rd. 35,551 1 35,551 - 35,551 35,551 APPENDIX N (CONTINUED) PALM DESERT PREFERRED ALTERNATIVE WITHOUT PORTOLA AVENUE AT 1-10 FREEWAY INTERCHANGE AVERAGE DAILY TRAFFIC VOLUME SUMMARY EXISTING1 -INITIAL I RAW ADJUST- REFINED FINAE__ ROADWAY SEGMENT FROM TO COUNT FORECASTI GROWTH MENT GROWTH FORECAST Bob Hope Dr. Unnamed Rd. s/o Unnamed Rd. 56,030 56,030 56,030 56,030 Bob Hope Dr. Varner Rd. 1-10 WB Ramps 62,303 62,303 62,303 62,303 Varner Rd. Ramon Rd. Bob Hope Dr. 27,532 27,532 27,532 27,532 Varner Rd. Monterey Av. Ramon Rd. 23,582 23,582 23,582 23,582 Monterey Av. Varner Rd. Ramon Rd. 33,571 33,571 33,571 33,571 35th Av. Monterey Av. Lucas Wy. - 7,011 7,011 7,011 7,011 Portola Av. Spine Rd. Frank Sinatra Dr. 5,2001 33,3191 28,119 1 28,119 33.319 Spine Rd. Portola Av. Cook St. - 2,222 2,222 2,222 2,222 Cook St. lGerald Ford Dr. Sine Rd. 16,700 1 58,6121 41,912 41,912 58.612 Z U:\UcJobs\00055\Excel\[00055-04.xls)AppendixN pQ APPENDIX O PREFERRED ALTERNATIVE DAILY TRAFFIC VOLUME FORECAST COMPARISON (PORTOLA INTERCHANGE EVALUATION) in APPENDIX O PALM DESERT PREFERRED ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME COMPARISON DAILY VOLUME WITHOUT EXISTING WITH PORTOLA PORTOLA ROADWAY SEGMENT FROM TO COUNT INTERCHANGE INTERCHANGE DELTA %DELTA Desert Crossing north of SR-111 SR-111 1,500 1,512 1,527 15 0.99% Desert Crossing SR-111 south of SR-111 8,600 8,600 8,600 - 0.00% Town Center W . Fred Waring Dr. SR-111 7,700 8,156 8,150 6 -0.07% El Paseo SR-111 Plaza W . 8,400 8,946 8,303 643 -7.19% El Paseo SR-111 Portola Av. 6,500 11,038 10,675 363 -3.29% Plaza W . Shopping Center SR-111 4,500 4,509 4,508 1 -0.02% Monterey Av. Varner Rd. 1-10 WB Rams 15,600 47,451 55,761 8,310 17.51% Monterey Av. 1-10 WB Rams 1-10 EB Rams 22,600 53,765 63,671 9,906 18.420 Monterey Av. 1-10 EB Rams Dinah Shore Dr. 32,700 64,860 83,116 18,256 28.15% Monterey Av. Dinah Shore Dr. Gerald Ford Dr. 34,600 42,238 44,879 2,641 6.25% Q Monterey Av. Gerald Ford Dr. Frank Sinatra Dr. 22,900 32,943 28,418 4,525 -13.74% Monterey Av. Frank Sinatra Dr. Country Club Dr. 30,600 33,226 31,233 1,993 -6.00% �l- Monterey Av. Country Club Dr. Parkview Dr. 26,300 38,963 38,476 487 -1.25% Monterey Av. Parkview Dr. Fred Waring Dr. 23,000 32,388 32,852 464 1.43% Monterey Av. Fred Waring Dr. SR-111 20,500 29,738 28,781 957 -3.22% Monterey Av. SR-111 El Paseo 22,800 39,068 40,324 1,256 3.21% College of the Desert north of Fred Waring Dr. Fred Waring Dr. 4,300 4,384 4,415 31 0.71% College of the Desert Fred Waring Dr. south of Fred Waring Dr. 400 1,020 1,046 26 2.55% San Pablo Av. Magnesia Falls Dr. Fred Waring Dr. 10,000 10,153 10,047 106 -1.04% San Pablo Av. Fred Waring Dr. SR-111 11,300 12,863 13,291 428 3.33% San Pablo Av. SR-111 El Paseo 5,600 6,268 6,734 466 7.43% San Luis Rey Av. SR-111 El Paseo 6,600 6,810 6,288 522 -7.67% Portola Av. Varner Rd. 1-10 WB Ramps - 34,419 #N/A #N/A #N/A Portola Av. 1-10 WB Rams 1-10 EB Ramps - 38,957 #N/A #N/A #N/A Portola Av. 1-10 EB Rams Gerald Ford Dr. - 48,234 #N/A #N/A #N/A Portola Av. Gerald Ford Dr. Sine Rd. 5,200 30,948 29,566 1,382 -4.47% Portola Av. Frank Sinatra Dr. Country Club Dr. 9,600 39,495 36,918 2,577 -6.52% Portola Av. Country Club Dr. Hovley Ln. E. 18,600 31,269 30,583 686 -2.19% Portola Av. Hovley Ln.E. Magnesia Falls Dr. 20,500 28,358 27,458 (900) -3.17% Portola Av. Magnesia Falls Dr. Fred Waring Dr. 17,400 24,266 22,959 1,307 -5.39% Portola Av. Fred Waring Dr. SR-111 19,300 24,275 24,622 347 1.43% Portola Av. SR-111 El Paseo 13,000 12,955 12,932 23 -0,18- Deep Canyon Rd. Magnesia Falls Dr. Fred Waring Dr. 19,800 19,538 20,002 464 2.37% Deep Canyon Rd. Fred Waring Dr. SR-111 22,600 23,350 22,344 1,006 -4.31% Deep Canyon Rd. SR-111 Fairway Dr. 8,300 8,464 7,893 571 -6.75% Hospitality Dr. north of SR-111 SR-111 1,500 1,772 1,951 179 10.10% Hospitality Dr. SR-111 south of SR-111 5,900 5,877 5,932 55 0.94% Chase School Rd. I Ramon Rd. Varner Rd. 400 30,818 30,335 483 -1.57% Chase School Rd. lVarner Rd. 1-10 WB Rams 5,900 46,116 58,088 11,972 25.96% Cook St. 1-10 WB Ramps 1-10 EB Rams 10,700 51,601 67.169 15,568 30.17% APPENDIX O(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME COMPARISON DAILY VOLUME WITHOUT EXISTING WITH PORTOLA PORTOLA ROADWAY SEGMENT FROM TO COUNT INTERCHANGE INTERCHANGE DELTA % DELTA Cook St. 1-10 EB Rams Gerald Ford Dr. 21,900 61,962 76,335 14,373 23.20% Cook St. Sine Rd. Frank Sinatra Dr. 16,700 60,648 62,254 1,606 2.65% Cook St. Frank Sinatra Dr. Country Club Dr. 22,100 46,389 48,048 1,659 3.58% Cook St. Country Club Dr. Hovley Ln. E. 27,700 51,236 52,500 1,264 2.47% Cook St. Hovley Ln. E. Fred Waring Dr. 25,500 37,263 39,382 2,119 5.69% Cook St. Fred Waring Dr. SR-111 14,300 35,707 39,647 3,940 11.03% Cook St. SR-111 Fairway Dr. 7,300 7,121 7,436 315 4.42% Emerald Desert Dr. Kalahari Desert Dr. Frank Sinatra Dr. 2,200 2,132 2,191 59 2.77% Eldorado Dr. Frank Sinatra Dr. Country Club Dr. 3,200 3,304 3,370 66 2.00% Eldorado Dr. Country Club Dr. Hovley Ln. E. 3,500 10,884 10,773 111) -1.02% Q Via Toscana Hovley Ln. E. Pisa - 2,843 2,876 33 1.16% ..� Eldorado Dr. Fred Waring Dr. SR-111 5,400 9,651 8,962 689 -7.14% Eldorado Dr. SR-111 Fairway Dr. 4,500 9,523 9,642 119 1.25% Thousand Palms Canyon Rd. Dillon Rd. Ramon Rd. 1,600 4,363 4,322 41 -0.94% Oasis Club Dr. Country Club Dr. Hovley Ln. E. 5,200 6,281 6,859 578 9.20% Washington St. Av. 38 Varner Rd. 9,500 62,745 62,319 426 -0.68% Washington St. Varner Rd. 1-10 EB Rams 23,700 72,613 73,524 911 1.25% Washington St. 1-10 EB Rams Country CIUb Dr. 46,200 74,786 76 1 i6 1,330 1.78% Washington St. Country Club Dr. Hovley Ln. E. 15,300 43,769 43,796 27 0.06% Washington St. Hovley Ln. E. Fred Waring Dr. 31,000 45,151 45,583 432 0.96% Washington St. Fred Waring Dr. SR-111 27,200 46,695 44,282 2,413 -5.17% Dillon Rd. Hot Springs Rd. Thousand Palms Canyon Rd. 2,500 3,658 3,612 46 -1.26% Ramon Rd. Bob Hoe Dr. 1-10 EB Rams 24,100 47,053 48,544 1,491 3.17% Ramon Rd. 1-10 EB Rams 1-10 WB Rams 19,100 28,475 30,384 1,909 6.70% Ramon Rd. 1-10 WB Rams Varner Rd. 15,900 28,475 30,384 1,909 6.70% Ramon Rd. Monterey Av. Chase School Rd. 6,600 15,819 15,855 36 0.23% Dinah Shore Dr. Bob Hoe Dr. Monterey Av. 20,500 46,798 50,530 31732 7.97% Dinah Shore Dr. _Monterey Av. Portola Av. - 37,127 49,588 12,461 33.56% Gerald Ford Dr. Bob Hope Dr. Monterey Av. 15,600 39,837 35,441 (4,396) -11.03% Gerald Ford Dr. Monterey Av. Portola Av. 15,500 43,633 32,009 11,624 -26.64% Gerald Ford Dr. Portola Av. Cook St. 5,900 34,428 42,193 7,765 22.55% Gerald Ford Dr. Cook St. Frank Sinatra Dr. 4,000 16,215 16,669 454 2.80% Spine Rd. Portola Av. Cook St. - 12,230 14,728 2,498 20.43% Frank Sinatra Dr. Bob Hope Dr. Monterey Av. 13,500 24,918 25,540 622 2.50% Frank Sinatra Dr. Monterey Av. Portola Av. 11,300 1 27.522 28,634 1,112 4.04% Frank Sinatra Dr. Portola Av. Cook St. 10,300 26,142 33,412 7,270 27.81% Frank Sinatra Dr. Cook St. Gerald Ford Dr. 6,000 8,240 8,993 753 9.14% Frank Sinatra Dr. lGerald Ford Dr. Eldorado Dr. 9,200 17,432 18,918 1,486 8.52% Av.38 Varner Rd. Washington St. 300 24,652 24,738 86 0.35% Tamarisk Row Dr. Eldorado Dr. Count Club Dr. 6,400 14,998 16,463 1,465 9.77% APPENDIX O(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME COMPARISON DAILY VOLUME WITHOUT EXISTING WITH PORTOLA PORTOLA ROADWAY SEGMENT FROM TO COUNT INTERCHANGE INTERCHANGE DELTA %DELTA Varner Rd. Monterey Av. 1-10 WB Ramp at Monterey 4,000 29,205 41,396 12,191 41.74% Varner Rd. 1-10 WB Ramp at Monterey Portola Av. 4,000 17,326 22,586 5,260 30.36% Varner Rd. Portola Av. 1-10 WB Ramp at Portola 4,000 44,711 22,813 21,898 -48.98% Varner Rd. 1-10 WB Ramp at Portola Chase School Rd. 4,000 32,039 22,813 9,226 -28.80% Varner Rd. Chase School Rd. Av.38 3,500 37,399 36,379 1,020 -2.73% Varner Rd. Av.38 1-10 WB On Ramp at Washington 3,500 6,341 6,326 15 -0.24% Varner Rd. 1-10 WB On Ramp at Washington Washington St. 6,300 14,919 13,523 1,396 -9.36% Varner Rd. Washington St. 1-10 WB Rams 14,400 30,883 31,790 907 2.94% Varner Rd. 1-10 WB Rams Adams St. 7,000 22,481 22,499 18 0.08% Q 1-10 WB Rams(Washington St. 1-10 Fwy. Varner Rd. 10,000 10,450 11,340 890 8.52% n I-10 EB Rams Bob Hoe Dr./Ramon Rd. 1-10 Fw . Bob Hope Dr. 19,784 20,299 515 2.60% V I-10 EB Rams Bob Hoe Dr./Ramon Rd. Ramon Rd. 1-10 Fw . 7,700 19,919 20,320 401 2.01% F10 EB Rams Bob Hoe Dr./Ramon Rd. Bob Hoe Dr. 1-10 Fw . - 8,651 8,235 416 -4.81% 1-10 WB Rams Bob Hoe Dr./Ramon Rd. I-10 Fwy. Bob Hoe Dr. 22,495 23,245 750 3.33% 1-10 WB Rams Bob Hoe Dr./Ramon Rd. Bob Hoe Dr. 1-10 Fw . - 21,182 22,324 1,142 5.39% 1-10 EB Rams(Monterey Av. 1-10 Fwy. Monterey Av. 9,100 9,829 16,041 6,212 63.20% 1-10 EB Rams(Monterey Av. Monterey Av. 1-10 Fw . 7,100 14,943 19,604 4,661 31.19% 1-10 WB Rams(Monterey Av. 1-10 Fwy. Varner Rd. 5,900 10,831 15,487 4,656 42.99% 1-10 WB Rams(Monterey Av. Monterey Av. 1-10 Fw . 6,700 7,576 10,503 2,927 38.64% 1-10 WB On Ram (Washington St. Varner Rd. 1-10 F - 8,990 7,946 1,044 -11.61% 1-10 EB Ramps(Washington St.) 1-10 Fw . Washin ton St. - 23,173 22,775 398 -1.72% 1-10 EB Rams(Washington St. Washington St. 1-10 Fw - 14,726 14,971 245 1.66% 1-10 EB Ramps(Portola Av.) 1-10 Fwy. Portola Av. - 13,299 #N/A #N/A #N/A 1-10 EB Rams Portola Av. Portola Av. 1-10 Fw - 11,287 #N/A #N/A #N/A 1-10 WB Rams Portola Av. 1-10 Fwy. Varner Rd. - 15,057 #N/A #N/A #N/A 1-10 WB Rams Portola Av. Portola Av. 1-10 Fw - 1,527 #N/A #N/A #N/A 1-10 EB Rams Cook St. 1-10 Fwy. Cook St. 7,100 13,292 17,831 4,539 34.15% 1-10 EB Rams Cook St. Cook St. 1-10 Fw . 3,500 10,721 14.572 3,851 35.92% 1-10 WB Rams Cook St. 1-10 Fw . Cook St. 7,700 9,996 15,598 5,602 56.04% 1-10 WB Ramps(Cook St.) Cook St. 1-10 Fw . 2,500 5,031 4,967 64 -1.27% Country Club Dr. Bob Hoe Dr. Monterey Av. 28,800 33,380 33,659 279 0.84% Country Club Dr. Monterey Av. Portola Av. 18,700 25,025 23,647 1,378 -5.51% Country Club Dr. Portola Av. Cook St. 21,200 28,421 29,154 733 2.58% Country Club Dr. Cook St. Eldorado Dr. 21,500 33,705 33,897 192 0.57% Country Club Dr. Eldorado Dr. Oasis Club Dr. 20.200 24,956 25,556 600 2.40% Country Club Dr. Oasis Club Dr. Washington St. 31,700 39,771 41,730 1,959 4.93% Country Club Dr. Washington St. Av.42 19,300 25,522 25,608 86 0.34% Hovley Ln. E. Portola Av. Cook St. 14,200 14,200 14,200 - 0.00% Hovley Ln. E. Cook St. Eldorado Dr. 13,600 22,777 24,078 1,301 5.71% Hovley Ln. E. Eldorado Dr. Oasis Club Dr. 12,800 27.123 27.867 744 2.74% APPENDIX O(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME COMPARISON DAILY VOLUME WITHOUT EXISTING WITH PORTOLA PORTOLA ROADWAY SEGCILNT FROM TO COUNT INTERCHANGE INTERCHANGE DELTA %DELTA Hovley Ln. E. Oasis Club Dr. Washington St. 14,500 18,740 20,942 2,202 11.75% Av.42 Washington St. Adams St. 23,100 25,842 27,528 1,686 6.52% Ma iiesia Falls Dr. Monterey Av. Portola Av. 800 6,564 5,869 695) -10.59% Magnesia Falls Dr. Portola Av. Deep Canyon Rd. 3,400 2,881 3,444 563 19.54% Painters Path Fred Waring Dr. SR-111 2,800 2,800 2,800 - 0.00% Parkview Dr. SR-111 Monterey Av. 5,100 9,601 10,977 1,376 14.33% Parkview Dr. Monterey Av. College of the Desert 8,400 8,277 8,485 208 2.51% Fred Waring Dr. SR-111 Monterey Av. 15,700 24,471 22,732 (1,739) -7.11% Fred Waring Dr. Monterey Av. College of the Desert 28,900 38,979 37,443 1,536) -3.94% Fred Waring Dr. College of the Desert San Pablo Av. 28,400 39,258 37,703 1,555) -3.96% O Fred Waring Dr. San Pablo Av. Portola Av. 38,300 40,991 38,875 2,116 -5.16% S' Fred Waring Dr. Portola Av. Deep Canyon Rd. 38,900 40,967 36,485 4,482 -10.94% Fred Waring Dr. Deep Canyon Rd. Cook St. 47,600 49,749 45,349 (4,400) -8.84% Fred Waring Dr. Cook St. Eldorado Dr. 21,700 47,399 42,346 10.66% Fred Waring Dr. Eldorado Dr. California Dr. 21,700 47,022 43,381 ,.v4 i 7.74% Fred Waring Dr. California Dr. Warner Tr. 22,900 45.475 41,887 3,588 -7.89% Fred Waring Dr. Warner Tr. Washington St. 22,900 54,770 48,530 6,240 -11.39% Fred Waring Dr. Washington St. Jefferson St. 19,900 35,240 32,123 3,117 -8.85% SR-111 Bob Hope Dr. Parkview Dr. 42,100 68,587 70,086 1,499 2.19% SR-111 Parkview Dr. Fred Waring Dr. 36,700 60,584 60,780 196 0.32% SR-111 Fred Waring Dr. Desert Crossing 32,700 40,966 42,895 1,929 4.71% SR-111 Desert Crossing El Paseo/Town Center W . 34,500 41,620 43,566 1,946 4.68% SR-111 El Paseo/Town Center W . Plaza W . 23,700 37,052 39,677 2,625 7.08% SR-111 Plaza W . Monterey Av. 28,400 39.065 41,814 2,749 7.04% SR-111 Monterey Av. San Pablo Av. 30,000 47,173 50,520 3,347 7.10% SR-111 San Pablo Av. San Luis Rey Av. 27,900 48,670 52,540 3,870 7.95% SR-111 San Luis Rey Av. Portola Av. 32,900 52,079 54,937 2,858 5.49% SR-111 Portola Av. El Paseo/Cabrillo Av. 32,000 49,077 53,451 4,374 8.91% SR-111 El Paseo/Cabrillo Av. Deep Canyon Rd. 40,800 60,393 64,501 4,108 6.80% SR-111 Deep Canyon Rd. Hospitality Dr. 30,400 60,212 64,427 4,215 7.00% SR-111 Hospitality Dr. Cook St. 30,500 62,028 66,499 4,471 7.21% SR-111 Cook St. Eldorado Dr. 31,800 65,813 72,064 6,251 9.50% SR-111 Eldorado Dr. Miles Av. 35,000 72,030 76,466 4,436 6.16% Mesa View Dr. SR-74 Portola Av. 3,500 3,703 3,363 340 -9.18% Haystack Rd. SR-74 Portola Av. - 964 928 36 -3.73% Av.42 Hovley Ln. E. Cook St. 3,596 3,594 2 -0.06% Hovle Ln.West Monterey Av. Portola Av. 2,445 2,358 87 -3.56% 35th Av. Unnamed Rd. Dinah Shore Dr. 14,089 6,929 7,160 -50.82% Lucas Way Dinah Shore Dr. 35th Av. 3,777 4,339 562 14.88% Unnamed Rd. IDinah Shore Dr. 35th Av. 4,560 3,883 (677 14.85% APPENDIX O(CONTINUED) PALM DESERT PREFERRED ALTERNATIVE AVERAGE DAILY TRAFFIC VOLUME COMPARISON DAILY VOLUME WITHOUT EXISTING WITH PORTOLA PORTOLA ROADWAY SEGMENT FROM TO COUNT INTERCHANGE INTERCHANGE DELTA %DELTA California Dr. Fred Waring Dr. Warner Tr. - 1,454 1,426 28 -1.93% Warner Tr. Av.of the States Fred Waring Dr. - 8,951 9,311 360 4.02% Bob Hoe Dr. 18th Av. 20th Av. - 6,063 6,111 48 0.79% Bob Hoe Dr. 20th Av. 22nd Av. - 8,462 8,479 17 0.20% Bob Hoe Dr. 22nd Av. 30th Av. - 8,194 8,211 17 0.21% Dillon Rd. 18th Av. Dowell Ln. - 2,450 2,339 111 -4.53% 20th Av. Bob Hoe Dr. Dowell Ln. - 2,802 2,804 2 0.07% 22nd Av. Bob Hope Dr. Dowell Ln. - 600 600 - 0.00% Dowell Ln. 20th Av. 22nd Av. - 658 657 1 -0.15% Dillon Rd. 20th Av. Dowell Ln. - 2,416 2,316 100 -4.14% -� 20th Av. Dowell Ln. Dillon Rd. - 2,150 2,144 6 -0.28- 22nd Av. Dowell Ln. Dillon Rd. - 161 151 10 -6.216/6 Dillon Rd. 20th Av. 22nd Av. - 3,257 3,234 23 -0.71% Eldorado Dr. Fred Waring Dr. Hovley Ln.E. - 2,582 1,561 1,021 -39.54% Dillon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. - 1,506 1,483 23 -1.53% Thousand Palms Canyon Rd. Dillon Rd. n/o Dillon Rd. - 510 487 23 -4.51% Thousand Palms Canyon Rd. 26th Av. Dillon Rd. - 2,594 2,568 26 -1.00% Thousand Palms Canyon Rd. 26th Av. s/o 26th Av. - 4,363 4,322 41 -0.94% 26th Av. Thousand Palms Canyon Rd. Dillon Rd. - 1,319 1,334 15 1.14% Dillon Rd. w/o Bob Hoe Dr.Ext. Bob Hope Dr.Ext. - 3,651 3,588 63 -1.73% Dillon Rd. Bob Hoe Dr. 18th Av. - 1,695 1,608 87 -5.13% Warner Tr. Hovley Ln.E. California Dr. - 9,814 10,195 381 3.88% 18th Av. Bob Hope Dr. w/o Bob Hope Dr. - 5,200 5,160 (40) -0.77% 18th Av. Bob Hoe Dr. Dillon Rd. - 754 732 22 -2.92% 20th Av. Bob Hope Dr. w/o Bob Hope Dr. - 960 949 11 -1.15% 30th Av. Bob Hoe Dr. w/o Bob Hoe Dr. - 2,887 2,810 77 -2.67% Unnamed Rd. Bob Hope Dr. e/o Bob Hope Dr. - 21,958 22,127 169 0.77% Monterey Av. Ramon Rd. Unnamed Rd. - 17,092 16,750 342 -2.00% Ramon Rd. Chase School Rd. Thousand Palms Canyon Rd. 6,600 9,553 9,561 8 0.08% Ramon Rd. Thousand Palms Canyon Rd. e/o Thousand Palms Canyon Rd. - 9,491 9,523 32 0.34% Washington St. Av.38 n/o Av.38 15,013 15,114 101 0.67% Dowell Ln. 20th Av. Dillon Rd. 658 657 1 -0.15% Bob Hoe Dr. 18th Av. Dillon Rd. 2,183 2,253 70 3.21% Bob Hoe Dr. 30th Av. s/o 30th Av. 15,194 15,167 27 -0.18% Bob Hope Dr. Unnamed Rd. n/o Unnamed Rd. 35,265 35.551 286 0.81% Bob Hoe Dr. Unnamed Rd. s/o Unnamed Rd. 55,591 56,030 439 0.79% Bob Hoe Dr. Varner Rd. 1-10 WB Rams 61,475 62,303 828 1.35% Varner Rd. Ramon Rd. Bob Hope Dr. 26,878 27,532 654 2.43% Varner Rd. Monterey Av. Ramon Rd. 23,216 23,582 366 1.58% APPENDIX P CALCULATION OF INTERSECTION LEVEL OF SERVICE - POST 2020 WITH DESERT GATEWAY PROJECT (ALTERNATIVE 1 - PREFERRED) WITH PORTOLA AVENUE OVERCROSSING/INTERCHANGE AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #1 Bob Hope Dr. (NS) / Ramon Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.121 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 62.5 Optimal Cycle: 120 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- --------------- 11 ---------------� Control: Permitted Permitted Permitted Protected Rights: Ovl Include Include Include Min. Green: 20 0 20 0 0 0 0 20 20 10 20 0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 2 0 2 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: 2020 AM Base Vol: 238 0 515 0 0 0 0 1766 279 801 1451 0 Growth 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 Initial Bse: 238 0 515 0 0 0 0 1766 279 801 1451 0 Added Vol: 0 0 0 0 0 0 0 0 -16 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 238 0 515 0 0 0 0 1766 263 801 1451 0 User 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 PHF 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 PHF Volume: 238 0 515 0 0 0 0 1766 263 801 1451 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 0 515 0 0 0 0 1766 263 801 1451 0 PCE 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 MLF 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 Final Vol. : 238 0 515 0 0 0 0 1766 263 801 1451 0 ------------ j --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.59 1.00 0.85 1.00 1.00 1.00 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 2252 0 1615 0 0 0 0 3610 1615 3502 3610 0 ------------ , --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.11 0.00 0.32 0.00 0.00 0.00 0.00 0.49 0.16 0.23 0.40 0.00 Crit Moves: **** **** **** Green/Cycle: 0.28 0.00 0.49 0.00 0.00 0.00 0.00 0.44 0.44 0.20 0.64 0.00 Volume/Cap: 0.37 0.00 0.65 0.00 0.00 0.00 0.00 1.12 0.37 1.12 0.63 0.00 Delay/Veh: 34.7 0.0 25.0 0.0 0.0 0.0 0.0 97.3 23.1 119.7 13 .5 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.7 0.0 25.0 0.0 0.0 0.0 0.0 97.3 23.1 119.7 13.5 0.0 DesignQueue: 12 0 19 0 0 0 0 76 10 45 39 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �3 AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) *xx*x#xx#**#x*xxxx##**xxxxx*xx#xxxxxxxxx*xxxx##*xx#xxxxx#xx*xxxxxxx**xxxxxxxxxxx Intersection #1 Bob Hope Dr. (NS) / Ramon Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.888 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 31.8 Optimal Cycle: 120 Level Of Service: C ##xx**xxx+x#xxx#x#xxxx#x##xx##xx#x#xxx#*x###x#x#xx###*###*##xx####xx##xxxx*##x## Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ! --------------- II --------------- --------------- 11 --------------- � Control: Permitted Permitted Permitted Protected Rights: Ignore Include Include Include Min. Green: 20 0 20 0 0 0 0 20 20 10 20 0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 2 0 2 0 0 ------------ ; --------------- --------------- --------------- ! --------------- � Volume Module: 2020 AM Base Vol: 238 0 515 0 0 0 0 1766 279 801 1451 0 Growth 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 Initial Bse: 238 0 515 0 0 0 0 1766 279 801 1451 0 Added Vol: 0 0 0 0 0 0 0 0 -16 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 238 0 515 0 0 0 0 1766 263 801 1451 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 238 0 0 0 0 0 0 1766 263 801 1451 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 238 0 0 0 0 0 0 1766 263 801 1451 0 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 238 0 0 0 0 0 0 1766 263 801 1451 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.60 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 2296 0 1900 0 0 0 0 3610 1615 3502 3610 0 ------------ ! --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.49 0.16 0.23 0.40 0.00 Crit Moves: **** **** **** Green/Cycle: 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0.52 0.24 0.76 0.00 Volume/Cap: 0.62 0.00 0.00 0.00 0.00 0.00 0.00 0.95 0.32 0.95 0.53 0.00 Delay/Veh: 49.6 0.0 0.0 0.0 0.0 0.0 0.0 38.3 17.0 64.0 6.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.6 0.0 0.0 0.0 0.0 0.0 0.0 38.3 17.0 64.0 6.1 0.0 DesignQueue: 13 0 0 0 0 0 0 65 9 43 26 0 x****#********xxx*xxx###x***#*#******##x#x*#**#xx#xxx##*****##*#xx*x*******#xx#* Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ?L� PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Bob Hope Dr. (NS) / Ramon Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.201 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 81.6 Optimal Cycle: 120 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ! --------------- --------------- --------------- --------------- � Control: Permitted Permitted Permitted Protected Rights: ovl Include Include Include Min. Green: 20 0 20 0 0 0 0 20 20 10 20 0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 2 0 2 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 391 0 679 0 0 0 0 1526 239 939 2075 0 Growth 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 Initial Bse: 391 0 679 0 0 0 0 1526 239 939 2075 0 Added Vol: 0 0 0 0 0 0 0 0 12 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 391 0 679 0 0 0 0 1526 251 939 2075 0 User 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 PHF 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 PHF Volume: 391 0 679 0 0 0 0 1526 251 939 2075 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 391 0 679 0 0 0 0 1526 251 939 2075 0 PCE 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 MLF 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 Final Vol. : 391 0 679 0 0 0 0 1526 251 939 2075 0 ------------ i --------------- ---------------jl--------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.59 1.00 0.85 1.00 1.00 1.00 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 2241 0 1615 0 0 0 0 3610 1615 3502 3610 0 ------------ i --------------- --------------- --------------- ' --------------- � Capacity Analysis Module: Vol/Sat: 0.17 0.00 0.42 0.00 0.00 0.00 0.00 0.42 0.16 0.27 0.57 0.00 Crit Moves: Green/Cycle: 0.35 0.00 0.57 0.00 0.00 0.00 0.00 0.35 0.35 0.22 0.58 0.00 Volume/Cap: 0.50 0.00 0.73 0.00 0.00 0.00 0.00 1.20 0.44 1.20 1.00 0.00 Delay/Veh: 31.2 0.0 21.9 0.0 0.0 0.0 0.0 137 30.4 149.4 45.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.2 0.0 21.9 0.0 0.0 0.0 0.0 137 30.4 149.4 45.2 0.0 DesignQueue: 17 0 21 0 0 0 0 74 11 52 69 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) **xxxxxxxxxxxxx****xxx**x**xx*++xxxxxx*+++xxxxxx*+++xxxxxx***xxx*******xxxxxx*xx Intersection #1 Bob Hope Dr. (NS) / Ramon Rd. (EW) xxx*x******xxx***xxxxxx*x**+xxxxxx***xxxxx*****xxxxxxxxxxx*x*xxx**x*xx*xxxxxx*xx Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.932 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 33 .4 Optimal Cycle: 120 Level Of Service: C xxx*xxx**x**xxxxx***xxxxxxxxxxxxxx*x*+xxxx**xx*xxxxxxxxxxxxxx*****xx*+xxxx****x* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- --------------- H --------------- i Control: Permitted Permitted Permitted Protected Rights: Ignore Include Include Include Min. Green: 20 0 20 0 0 0 0 20 20 10 20 0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 2 0 2 0 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 391 0 679 0 0 0 0 1526 239 939 2075 0 Growth 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 Initial Bse: 391 0 679 0 0 0 0 1526 239 939 2075 0 Added Vol: 0 0 0 0 0 0 0 0 12 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 391 0 679 0 0 0 0 1526 251 939 2075 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 391 0 0 0 0 0 0 1526 251 939 2075 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 391 0 0 0 0 0 0 1526 251 939 2075 0 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 391 0 0 0 0 0 0 1526 251 939 2075 0 ------------ --------------- I --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.60 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 2285 0 1900 0 0 0 0 3610 1615 3502 3610 0 ------------ i --------------- H --------------- 1I --------------- i1 --------------- Capacity Analysis Module: Vol/Sat: 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.42 0.16 0.27 0.57 0.00 Crit Moves: **** **** **** Green/Cycle: 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.45 0.45 0.29 0.74 0.00 Volume/Cap: 0.94 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.34 0.93 0.77 0.00 Delay/Veh: 76.7 0.0 0.0 0.0 0.0 0.0 0.0 40.9 21.5 56.2 10.9 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ad�Del/Veh: 76.7 0.0 0.0 0.0 0.0 0.0 0.0 40.9 21.5 56.2 10.9 0.0 Desigr.Queue: 22 0 0 0 0 0 0 62 9 46 42 0 **x*********xxx**x***xx**xx*xx***x*******xxx*****xx******x*x*x******x*xx**x***x* Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE R1' AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 3-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #2 Bob Hope Dr. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.709 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 41.3 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ! --------------- ! . --------------- Ij --------------- I --------------- I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 AM Base Vol: 313 636 71 221 740 71 104 715 264 119 593 192 Growth 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 Initial Bse: 313 636 71 221 740 71 104 715 264 119 593 192 Added Vol: 0 0 0 -16 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 313 636 71 205 740 71 104 699 264 119 593 192 User 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 PHF 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 PHF Volume: 313 636 71 205 740 71 104 699 264 119 593 192 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 313 636 71 205 740 71 104 699 264 119 593 192 PCE 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 MLF 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 Final Vol. : 313 636 71 205 740 71 104 699 264 119 593 192 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 1805 3610 1615 1805 3610 1615 ------------ i --------------- � --------------- --------------- j , --------------- Capacity Analysis Module: Vol/Sat: 0.17 0.18 0.04 0.11 0.20 0.04 0.06 0.19 0.16 0.07 0.16 0.12 Crit Moves: **** Green/Cycle: 0.24 0.32 0.32 0.21 0.29 0.29 0.12 0.27 0.27 0.09 0.24 0.24 Volume/Cap: 0.71 0.54 0.14 0.54 0.71 0.15 0.47 0.71 0.60 0.71 0.67 0.49 Delay/Veh: 46.7 33.7 28.7 43.9 40.4 31.9 50.7 41.7 40.2 65.9 43.1 39.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.7 33 .7 28.7 43.9 40.4 31.9 50.7 41.7 40.2 65.9 43.1 39.9 DesignQueue: 16 30 3 11 37 3 6 36 13 7 31 10 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE M AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 3-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) #x##xx###xxxxxx#x#xxxx#xxxx#####xxxxxx#xxxxxxxxxxxxxxxxx#xxxxxxx#xxxxxx#x##xxxxx Intersection #2 Bob Hope Dr. (NS) / Dinah Shore Dr. (EW) x#x#xx##xxxx####xx#x###xxxxx#x#x#xxxxxxxxxxxxxxx#*##xxxxxxxx#x##xxx###x##xxx#x## Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.652 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.8 Optimal Cycle: 80 Level Of Service: C ##xxx##x#x#xxx#x##xxx###xx###xx######x##xx#######xxxxxx####x###xxx##xx###x##xx## Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- H --------------- 11 --------------- 11 --------------- I Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 2 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- 11--------------- � Volume Module: 2020 AM Base Vol: 313 636 71 221 740 71 104 715 264 119 593 192 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 • 1.00 1.0o 1.00 Initial Bse: 313 636 71 221 740 71 104 715 264 119 593 192 Added Vol: 0 0 0 -16 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 313 636 71 205 740 71 104 699 264 119 593 192 User 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 PHF 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 PHF Volume: 313 636 71 205 740 71 104 699 264 119 593 192 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 313 636 71 205 740 71 104 699 264 119 593 192 PCE 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 MLF 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 Final Vol. : 313 636 71 205 740 71 104 699 264 119 593 192 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.09 0.18 0.04 0.06 0.20 0.04 0.06 0.19 0.16 0.07 0.16 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.29 0.29 0.15 0.30 0.30 0.14 0.29 0.42 0.13 0.28 0.28 Volume/Cap: 0.67 0.60 0.15 0.40 0.67 0.14 0.42 0.67 0.39 0.53 0.60 0.43 Delay/Veh: 36.9 25.4 21.1 31.5 26.0 20.4 32.7 26.9 16.4 35.1 26.2 24.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.9 25.4 21.1 31.5 26.0 20.4 32.7 26.9 16.4 35.1 26.2 24.5 DesignQueue: 12 21 2 8 24 2 4 23 7 5 20 6 #xxxxxxxxxxxxxxx##x###x###xxx#######xxx#xxxx###x##xxxxx#xxxx#x##x#x#xxx#xx+*+xxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �g PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 3-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) x*************x*xx*x****x*xxxxxxxxxxxx+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Intersection 42 Bob Hope Dr. (NS) / Dinah Shore Dr. (EW) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx,txxxxxxxxxxxxxxxxx*xxxxx Cycle (sec) : 120 Critical Vol./Cap. W : 0.998 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 57.2 Optimal Cycle: 120 Level Of Service: E xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxx+xxxxxxxxxxx•*x,r*xxxxxx*xxxx,rr� Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ , --------------- i1 --------------- 11 --------------- H --------------- I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ ; --------------- --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 414 777 121 298 950 148 70 913 550 118 947 201 Growth 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 Initial Bse: 414 777 121 298 950 148 70 913 550 118 947 201 Added Vol: 0 0 0 12 0 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 414 777 121 310 950 148 70 925 550 118 947 201 User 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 PHF 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 PHF Volume: 414 777 121 310 950 148 70 925 550 118 947 201 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 414 777 121 310 950 148 70 925 550 118 947 201 PCE 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 MLF 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 Final Vol. : 414 777 121 310 950 148 70 925 550 118 947 201 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 1805 3610 1615 1805 3610 1615 ------------ ! --------------- � � --------------- ' --------------- � � ---------------� Capacity Analysis Module: Vol/Sat: 0.23 0.22 0.07 0.17 0.26 0.09 0.04 0.26 0.34 0.07 0.26 0.12 Crit Moves: xxxx xxxx xxxx xxxx Green/Cycle: 0.22 0.27 0.27 0.21 0.26 0.26 0.08 0.33 0.33 0.08 0.33 0.33 Volume/Cap: 1.02 0.80 0.28 0.80 1.02 0.36 0.47 0.77 1.02 0.78 0.79 0.37 Delay/Veh: 96.4 45.8 35.1 56.1 79.2 36.9 54.7 38.8 83.9 77.1 39.6 30.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 96.4 45.8 35.1 56.1 79.2 36.9 54.7 38.8 83.9 77.1 39.6 30.8 DesignQueue: 23 40 6 17 50 7 4 44 26 7 45 9 x xxxxxxxxxxxx+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 3-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #2 Bob Hope Dr. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.827 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.0 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- � --------------- --------------- H --------------- I Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 2 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 414 777 121 298 950 148 70 913 550 118 947 201 Growth 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 Initial Bse: 414 777 121 298 950 148 70 913 550 118 947 201 Added Vol: 0 0 0 12 0 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 414 777 121 310 950 148 70 925 550 118 947 201 User 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 PHF 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 PHF Volume: 414 777 121 310 950 148 70 925 550 118 947 201 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 414 777 121 310 950 148 70 925 550 118 947 201 PCE 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 MLF 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 Final Vol. : 414 777 121 310 950 148 70 925 550 118 947 201 ------------ i --------------- --------------- --------------- , L --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 1805 3610 1615 1805 3610 1615 ' --------------- ! --------------- ! � --------------- ------------ --------------- i Capacity Analysis Module: Vol/Sat: 0.12 0.22 0.07 0.09 0.26 0.09 0.04 0.26 0.34 0.07 0.26 0.12 Crit Moves: **** Green/Cycle: 0.13 0.29 0.29 0.14 0.30 0.30 0.13 0.29 0.43 0.13 0.29 0.29 Volume/Cap: 0.88 0.74 0.26 0.61 0.88 0.31 0.31 0.88 0.80 0.52 0.90 0.43 Delay/Veh: 51.1 28.7 22.1 34.3 35.1 22.0 32.6 35.7 26.6 35.0 37.8 23.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.1 28.7 22.1 34.3 35.1 22.0 32.6 35.7 26.6 35.0 37.8 23.6 DesignQueue: 16 26 4 12 32 5 3 31 15 5 32 7 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 110 AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 4-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #3 Bob Hope Dr. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.964 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 54.1 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 AM Base Vol: 93 684 353 302 752 90 82 1026 186 252 393 254 Growth 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 Initial Bse: 93 684 353 302 752 90 82 1026 186 252 393 254 Added Vol: 0 0 0 0 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 93 684 353 302 752 90 82 1010 186 252 393 254 User 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 PHF 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 PHF Volume: 93 684 353 302 752 90 82 1010 186 252 393 254 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 684 353 302 752 90 82 1010 186 252 393 254 PCE 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 MLF 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 Final Vol. : 93 684 353 302 752 90 82 1010 186 252 393 254 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.90 0.90 0.92 0.93 0.93 0.95 0.93 0.93 0.95 0.89 0.89 Lanes: 2.00 1.32 0.68 2.00 1.79 0.21 1.00 1.69 0.31 1.00 1.21 0.79 Final Sat. : 3502 2260 1166 3502 3173 380 1805 2978 549 1805 2063 1334 ------------ , --------------- --------------- ' ! --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.30 0.30 0.09 0.24 0.24 0.05 0.34 0.34 0.14 0.19 0.19 Crit Moves: Green/Cycle: 0.08 0.31 0.31 0.09 0.32 0.32 0.08 0.35 0.35 0.14 0.41 0.41 Volume/Cap: 0.32 0.96 0.96 0.96 0.74 0.74 0.55 0.96 0.96 0.96 0.46 0.46 Delay/Veh: 52.4 59.8 59.8 95.5 39.0 39.0 56.9 55.7 55.7 96.6 25.8 25.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.4 59.8 59.8 95.5 39.0 39.0 56.9 55.7 55.7 96.6 25.8 25.8 DesignQueue: 6 34 17 19 36 4 5 48 9 15 16 10 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE F11 AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 4-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #3 Bob Hope Dr. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.808 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.3 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Ovl Include Include Ovl Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 2 0 2 0 1 1 0 1 1 0 2 0 2 0 1 ------------ --------------- --------------- --------------- H --------------- ! Volume Module: 2020 AM Base Vol: 93 684 353 302 752 90 82 1026 186 252 393 254 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0o 1.00 1.0o Initial Bse: 93 684 353 302 752 90 82 1026 186 252 393 254 Added Vol: 0 0 0 0 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 93 684 353 302 752 90 82 1010 186 252 393 254 User 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 PHF 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 PHF Volume: 93 684 353 302 752 90 82 1010 186 252 393 254 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 684 353 302 752 90 82 1010 186 252 393 254 PCE 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 MLF 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 Final Vol. : 93 684 353 302 752 90 82 1010 186 252 393 254 ------------ --------------- j ! --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.95 0.93 0.93 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 1.69 0.31 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 1805 2978 549 3502 3610 1615 ------------ i --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.19 0.22 0.09 0.21 0.06 0.05 0.34 0.34 0.07 0.11 0.16 Crit Moves **** **** **** **** Green/Cycle: 0.13 0.25 0.38 0.13 0.25 0.25 0.16 0.35 0.35 0.13 0.32 0.44 Volume/Cap: 0.21 0.76 0.58 0.69 0.83 0.22 0.29 0.97 0.97 0.S8 0.34 0.36 Delay/Veh: 31.7 31.5 21.4 38.2 35.1 24.1 30.2 44.1 44.1 34.9 21.1 15.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.7 31.5 21.4 38.2 35.1 24.1 30.2 44.1 44.1 34.9 21.1 15.1 DesignQueue: 4 24 10 12 26 3 3 32 6 10 12 7 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 'BIZ PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 4-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #3 Bob Hope Dr. (NS) / Gerald Ford Dr. (EW) *#*#######**#***#*##**********##******#**##**#*#***#***********####**##*#*#**#*# Cycle (sec) : 120 Critical Vol./Cap. W : 0.976 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 62.4 Optimal Cycle: 120 Level Of Service: E ###****#*******************#****###**###*#*#*#*#**#**#*#*#######***#####**#***** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ; ---------------I1 --------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ --------------- --------------- --------------- I1 --------------- � Volume Module: 2020 PM Base Vol: 188 851 311 377 1133 90 160 646 143 352 839 357 Growth 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 Initial Bse: 188 851 311 377 1133 90 160 646 143 352 839 357 Added Vol: 0 0 0 0 0 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 188 851 311 377 1133 90 160 658 143 352 839 357 User 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 PHF 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 PHF Volume: 188 851 311 377 1133 90 160 658 143 352 839 357 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 851 311 377 1133 90 160 658 143 352 839 357 PCE 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 MLF 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 Final Vol. : 188 851 311 377 1133 90 160 658 143 352 839 357 ------------ j --------------- --------------- H --------------- H --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 0.92 0.94 0.94 0.95 0.92 0.92 0.95 0.91 0.91 Lanes: 2.00 1.46 0.54 2.00 1.85 0.15 1.00 1.64 0.36 1.00 1.40 0.60 Final Sat. : 3502 2538 928 3502 3308 263 1805 2885 627 1805 2418 1029 ------------ ; --------------- --------------- --------------- H --------------- Capacity Analysis Module: Vol/Sat: 0.05 0.34 0.34 0.11 0.34 0.34 0.09 0.23 0.23 0.20 0.35 0.35 Crit Moves: **** **** **** ###* Green/Cycle: 0.08 0.34 0.34 0.11 0.37 0.37 0.09 0.24 0.24 0.21 0.36 0.36 Volume/Cap: 0.64 0.98 0.98 0.98 0.92 0.92 0.98 0.95 0.95 0.95 0.98 0.98 Delay/Veh: 58.2 59.4 59.4 92.6 47.2 47.2 117.4 64.3 64.3 80.4 58.3 58.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.2 59.4 59.4 92.6 47.2 47.2 117.4 64.3 64.3 80.4 58.3 58.3 DesignQueue: 12 41 15 23 52 4 10 35 8 20 39 17 #*#***#**####**#****######*##**####****####***#######**###*#*####**########**### Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �13 PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 4-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) *###**###***###*#*##########**#########*###########*#*#####***#***#*#**#####*#** Intersection #3 Bob Hope Dr. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.819 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.3 Optimal Cycle: 80 Level Of Service: C **#*###*###*##***###***#######**######**####**#####*####*####***#*#*#*#*####**## Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 1I --------------- I1 --------------- ---------------I Control: Protected Protected Protected Protected Rights: Ovl Include Include Ovl Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 2 0 2 0 1 1 0 1 1 0 2 0 2 0 1 ------------ I --------------- --------------- --------------- li --------------- � Volume Module: 2020 PM Base Vol: 188 851 311 377 1133 90 160 646 143 352 839 357 Growth 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 Initial Bse: 188 851 311 377 1133 90 160 646 143 352 839 357 Added Vol: 0 0 0 0 0 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 188 851 311 377 1133 90 160 658 143 352 839 357 User 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 PHF 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 PHF Volume: 188 851 311 377 1133 90 160 658 143 352 839 357 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 188 851 311 377 1133 90 160 658 143 352 839 357 PCE 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 MLF 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 Final Vol. : 188 851 311 377 1133 90 160 658 143 352 839 357 ------------ i --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.95 0.92 0.92 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 1.64 0.36 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 1805 2885 627 3502 3610 1615 ------------ - --------------- Ij --------------- ; --------------- --------------- j Capacity Analysis Module: Vol/Sat: 0.05 0.24 0.19 0.11 0.31 0.06 0.09 0.23 0.23 0.10 0.23 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.32 0.44 0.16 0.35 0.35 0.13 0.25 0.25 0.13 0.25 0.41 Volume/Cap: 0.43 0.75 0.44 0.68 0.90 0.16 0.70 0.90 0.90 0.80 0.92 0.54 Delay/Veh: 33.0 27.3 16.0 35.4 34.1 18.2 43.2 41.4 41.4 44.4 43.9 18.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.0 27.3 16.0 35.4 34.1 18.2 43.2 41.4 41.4 44.4 43.9 18.8 DesignQueue: 7 28 8 14 36 3 5 23 5 14 30 10 Traffix 7.5.1115 (c) 2L,-. Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE -?I� AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 5-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #4 Varner Rd. (NS) / Ramon Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0. 999 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 52.7 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- H --------------- ---------------I Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ ; --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 140 521 31 149 237 267 517 1832 415 124 1360 136 Growth 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 Initial Bse: 140 521 31 149 237 267 517 1832 415 124 1360 136 Added Vol: 0 0 0 0 -16 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 140 521 31 149 221 267 517 1832 415 124 1360 136 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 140 521 31 149 221 0 517 1832 415 124 1360 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 140 521 31 149 221 0 517 1832 415 124 1360 136 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 140 521 31 149 221 0 517 1832 415 124 1360 136 ------------ ' --------------- --------------- j --------------- li -------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 1.00 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1900 1805 3610 1615 1805 3610 1615 ------------ ; --------------- H --------------- H --------------- 11 --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.14 0.02 0.08 0.06 0.00 0.29 0.51 0.26 0.07 0.38 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.17 0.17 0.08 0.17 0.00 0.28 0.57 0.57 0.08 0.37 0.37 Volume/Cap: 0.93 0.87 0.12 0.99 0.37 0.00 1.02 0.90 0.45 0.82 1.02 0.23 Delay/Veh: 107.6 61.3 42.7 125.3 44.6 0.0 88.3 28.5 15.5 83.6 67.7 26.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 107.6 61.3 42.7 125.3 44.8 0.0 88.3 28.5 15.5 83.6 67.7 26.3 DesignQueue: 9 30 2 9 12 0 27 61 13 6 63 6 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P15 AM 12020+P1) imp Thu Jul 25, 2002 16:40:33 Page 5-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #4 Varner Rd. (NS) / Ramon Rd. (EW) Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.832 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.9 Optimal Cycle: 110 Level Of Service: C *****«*****************************««*«******«***#«*****««***##«####*##***««**** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- --------------- ---------------I Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 2 1 0 1 0 2 1 0 ------------ ! --------------- --------------- II --------------- II --------------- I Volume Module: Base Vol: 140 521 31 149 237 267 517 1832 415 124 1360 136 Growth 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 Initial Bse: 140 521 31 149 237 267 517 1832 415 124 1360 136 Added Vol: 0 0 0 0 -16 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 140 521 31 149 221 267 517 1832 415 124 1360 136 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 140 521 31 149 221 0 517 1832 415 124 1360 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 140 521 31 149 221 0 517 1832 415 124 1360 136 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 140 521 31 149 221 0 517 1832 415 124 1360 136 ------------ ! --------------- --------------- II --------------- II --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 1.00 0.92 0.88 0.88 0.95 0.90 0.90 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 2.45 0.55 1.00 2.73 0.27 Final Sat. : 1805 3610 1615 1805 3610 1900 3502 4111 931 1805 4649 465 -----------: 1 --------------- --------------- --------------- Ij ---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.14 0.02 0.08 0.06 0.00 0.15 0.45 0.45 0.07 0.29 0.29 Crit Moves: **** **** #«** ««** Green/Cycle: 0.09 0.18 0.18 0.10 0.19 0.00 0.21 0.52 0.52 0.09 0.41 0.41 Volume/Cap: 0.84 0.79 0.11 0.85 0.33 0.00 0.72 0.85 0.85 0.76 0.72 0.72 Delay/Veh: 78.0 49.6 37.7 80.3 39.1 0.0 44.3 25.7 25.7 66.8 28.6 28.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 78.0 49.6 37.7 80.3 39.1 0.0 44.3 25.7 25.7 66.8 28.6 28.6 DesignQueue: 8 27 2 8 11 0 26 60 14 7 53 5 ###«**«#*###*«««#***##***«#«***#«#**«#«***«««*###«*##«****#«**«««*««#***##**###* Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P14 PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 5-': -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #4 Varner Rd. (NS) / Ramon Rd. (EW) ********#****##*#*******#*#*#******###*#*****#*#**#***#******#*******#*******#*# Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.143 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 81.7 Optimal Cycle: 120 Level Of Service: F **##*##******#*****##*****#*****##*****#*****#******#*#*********#*********#*#*** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L T - R L - T - R L - T - R ------------ , --------------- --------------- ! ' --------------- I ! --------------- ! Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: 2020 PM Base Vol: 173 187 103 96 531 226 356 1412 377 79 2111 134 Growth 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 Initial Bse: 173 187 103 96 531 226 356 1412 377 79 2111 134 Added Vol: 0 0 0 0 12 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 173 187 103 96 543 226 356 1412 377 79 2111 134 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 187 103 96 543 0 356 1412 377 79 2111 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 173 187 103 96 543 0 356 1412 377 79 2111 134 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 173 187 103 96 543 0 356 1412 377 79 2111 134 ------------ , --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 1.00 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1900 1805 3610 1615 1805 3610 1615 ------------ ! --------------- --------------- ! ! --------------- I --------------- j Capacity Analysis Module: Vol/Sat: 0.10 0.05 0.06 0.05 0.15 0.00 0.20 0.39 0.23 0.04 0.58 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.17 0.17 0.08 0.17 0.00 0.16 0.57 0.57 0.08 0.49 0.49 Volume/Cap: 1.15 0.31 0.38 0.64 0.90 0.00 1.20 0.69 0.41 0.53 1.20 0.17 Delay/Veh: 174.4 44.2 45.4 62.1 65.9 0.0 169.2 19.5 15.0 56.1 128 17.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 174.4 44.2 45.4 62.1 65.9 0.0 169.2 19.5 15.0 56.1 128 17.4 DesignQueue: 11 11 6 6 31 0 21 45 11 5 85 5 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE F+l PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 5-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #4 Varner Rd. (NS) / Ramon Rd. (EW) Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.881 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.8 Optimal Cycle: 110 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ! --------------- 11 --------------- H --------------- 1I --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 2 1 0 1 0 2 1 0 ------------ I --------------- --------------- --------------- 11--------------- I Volume Module: 2020 PM Base Vol: 173 187 103 96 531 226 356 1412 377 79 2111 134 Growth 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 Initial Bse: 173 187 103 96 531 226 356 1412 377 79 2111 134 Added Vol: 0 0 0 0 12 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 173 187 103 96 543 226 356 1412 377 79 2111 134 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 173 187 103 96 543 0 356 1412 377 79 2111 134 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 173 187 103 96 543 0 356 1412 377 79 2111 134 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 173 187 103 96 543 0 356 1412 377 79 2111 134 ------------ --------------- H --------------- 11 --------------- ; I ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 1.00 0.92 0.88 0.88 0.95 0.90 0.90 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 2.37 0.63 1.00 2.82 0.18 Final Sat. : 1805 3610 1615 1805 3610 1900 3502 3963 1058 1805 4834 307 ------------ ; --------------- I ; --------------- --------------- II --------------- I Capacity Analysis Module: Vol/Sat: 0.10 0.05 0.06 0.05 0.15 0.00 0.10 0.36 0.36 0.04 0.44 0.44 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.19 0.19 0.10 0.18 0.00 0.11 0.51 0.51 0.09 0.49 0.49 Volume/Cap: 0.89 0.27 0.33 0.55 0.83 0.00 0.89 0.70 0.70 0.48 0.89 0.89 Delay/Veh: 85.4 38.0 38.9 51.2 51.9 0.0 69.9 21.3 21.3 49.8 30.2 30.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 85.4 38.0 38.9 51.2 51.9 0.6 69.9 21.3 21.3 49.8 30.2 30.2 DesignQueue: 10 9 5 5 28 0 20 46 12 4 74 5 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PIS AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 6-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) xxxxxxxxxxxxxxxxxxxxxxxxxxxx*,txxx**xxx,txxx***xxxx**xxx***x**,rx*x**+++xxxx***wx** Intersection #5 Monterey Ave. (NS) / Ramon Rd. (EW) xxxxxxxxxxx***,txxxxxxxxx*xx*x*,t,tx**x***trxxxxtrxxtxx***xxx,t*x*xxxx*xxxx**x+t*w**xx* Cycle (sec) : 100 Critical Vol./Cap. (X) : 3.522 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 586.0 Optimal Cycle: 0 Level Of Service: F xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 1 0 1 1 0 2 0 1 1 0 2 0 1 ------------ ; --------------- H --------------- 11 --------------- 11--------------- Volume Module: 2020 AM Base Vol: 1310 58 116 35 168 51 46 204 784 208 351 34 Growth 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 Initial Bse: 1310 58 116 35 168 51 46 204 784 208 351 34 Added Vol: 0 0 0 0 -16 0 0 0 0 -16 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1310 58 116 35 152 51 46 204 784 192 351 34 User 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 PHF 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 PHF Volume: 1310 58 116 35 152 51 46 204 784 192 351 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1310 58 116 35 152 51 46 204 784 192 351 34 PCE 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 MLF 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 Final Vol. : 1310 58 116 35 152 51 46 204 784 192 351 34 ------------ : --------------- , --------------- � � --------------- I � --------------- � Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.96 0.04 1.00 0.37 1.63 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 372 16 435 121 532 350 351 742 410 352 739 395 ------------ I --------------- --------------- ; --------------- --------------- � Capacity Analysis Module: Vol/Sat: 3.52 3.52 0.27 0.29 0.29 0.15 0.13 0.28 1.91 0.55 0.48 0.09 Crit Moves: **** **** **** **** Delay/Veh: 1160 1160 13.6 17.7 17.5 14.3 14.1 15.6 440.3 24.2 20.6 12.5 Delay 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 AdjDel/Veh: 1160 1160 13.6 17.7 17.5 14.3 14.1 15.6 440.3 24.2 20.6 12.5 LOS by Move: F F B C C B B C F C C B ApproachDel: 1070.0 16.8 337.5 21.3 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 1070.0 16.8 337.5 21.3 LOS by Appr: F C F C xxxxxxxxxxxxwxxxxxxxxxxxrrxi.srxxxxtrwxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE VM AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 6-1 ---------------------------------------------------------------------------- --- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ««««««««««««««««««««««««««««««««««««««««««*««««««««««««««««««««««««««««««««««««« Intersection #5 Monterey Ave. (NS) / Ramon Rd. (EW) «««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««« Cycle (sec) : 120 Critical Vol./Cap. W : 0.645 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 25.6 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 ---------------11 --------------- I1 ---------------� Control: Protected Protected Permitted Permitted Rights: Include Include Ovl Include Min. Green: 10 20 20 10 20 20 20 20 20 20 20 20 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: 2020 AM Base Vol: 1310 58 116 35 168 51 46 204 784 208 351 34 Growth 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 Initial Bse: 1310 58 116 35 168 51 46 204 784 208 351 34 Added Vol: 0 0 0 0 -16 0 0 0 0 -16 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1310 58 116 35 152 51 46 204 784 192 351 34 User 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 PHF 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 PHF Volume: 1310 58 116 35 152 51 46 204 784 192 351 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1310 58 116 35 152 51 46 204 784 192 351 34 PCE 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 MLF 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 Final Vol. : 1310 58 116 35 152 51 46 204 784 192 351 34 ------------ --------------- . I --------------- H --------------- I --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 0.95 0.95 0.85 0.41 0.95 0.85 0.56 0.95 0.85 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2. '' 1.00 Final Sat. : 3502 1900 1615 1805 3610 1615 771 3610 1615 1064 3 - 1615 ------------ ; --------------- --------------- --------------- Li ------- ------ Capacity Analysis Module: Vol/Sat: 0.37 0.03 0.07 0.02 0.04 0.03 0.06 0.06 0.49 0.18 0.10 0.02 Crit Moves: **** **** **** Green/Cycle: 0.51 0.45 0.45 0.23 0.17 0.17 0.25 0.25 0.76 0.25 0.25 0.25 Volume/Cap: 0.73 0.07 0.16 0.09 0.25 0.19 0.24 0.23 0.64 0.73 0.39 0.09 Delay/Veh: 24.4 18.6 19.5 36.7 43.7 43.4 36.9 36.2 8.0 51.6 38.0 34.9 User DelAdj : 1.00 1.00 1.0' 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.4 18.6 19. 36.7 43.7 43.4 36.9 36.2 8.0 51.6 38.0 34.9 DesignQueue: 47 2 4 2 9 3 2 10 14 10 18 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Z0 PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 6-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) Intersection #5 Monterey Ave. (NS) / Ramon Rd. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 3.041 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 551.6 Optimal Cycle: 0 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ i --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 1 0 1 1 0 2 0 1 1 0 2 0 1 ------------ i --------------- --------------- ij --------------- --------------- � Volume Module: 2020 PM Base Vol: 924 193 235 42 114 52 68 568 1157 150 293 52 Growth 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 Initial Bse: 924 193 235 42 114 52 68 568 1157 150 293 52 Added Vol: 0 0 0 0 12 0 0 0 0 12 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 924 193 235 42 126 52 68 568 1157 162 293 52 User 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 PHF 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 PHF Volume: 924 193 235 42 126 52 68 568 1157 162 293 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 924 193 235 42 126 52 68 568 1157 162 293 52 PCE 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 MLF 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 Final Vol. : 924 193 235 42 126 52 68 568 1157 162 293 52 ------------ , --------------- jj --------------- jl --------------- --------------- I Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.83 0.17 1.00 0.50 1.50 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 304 63 407 145 440 313 342 727 395 303 632 334 ------------ i --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 3 .04 3.04 0.58 0.29 0.29 0.17 0.20 0.78 2.93 0.53 0.46 0.16 Crit Moves: **** **** **** **** Delay/Veh: 945.4 945 22.2 19.5 19.2 16.0 15.5 39.3 894.8 26.6 22.8 15.0 Delay 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 AdjDel/Veh: 945.4 945 22.2 19.5 19.2 16.0 15.5 39.3 894.8 26.6 22.8 15.0 LOS by Move: F F C C C C C E F D C C ApproachDel: 784.9 18.5 590.4 23.2 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 784.9 18.5 590.4 23.2 LOS by Appr: F C F C Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �ZI PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 6-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ***xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*****xxxx**xxxxxxxxxxxxxxxxxxxx Intersection #5 Monterey Ave. (NS) / Ramon Rd. (EW) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxx Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.812 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 34.1 Optimal Cycle: 120 Level Of Service: C x*******************************************************x*x*xxxxxxxxxxxxxxxxxxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- I Control: Protected Protected Permitted Permitted Rights: Include Include Ovl Include Min. Green: 10 20 20 10 20 20 20 20 20 20 20 20 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: 2020 PM Base Vol: 924 193 235 42 114 52 68 568 1157 150 293 52 Growth 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 Initial Bse: 924 193 235 42 114 52 68 568 1157 150 293 52 Added Vol: 0 0 0 0 12 0 0 0 0 12 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 924 193 235 42 126 52 68 568 1157 162 293 52 User 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 PHF 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 PHF Volume: 924 193 235 42 126 52 68 568 1157 162 293 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 924 193 235 42 126 52 68 568 1157 162 293 52 PCE 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 MLF 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 Final Vol. : 924 193 235 42 126 52 68 568 1157 162 293 52 ------------ --------------- --------------- � � ----------- ---- „ --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 0.95 0.95 0.85 0.57 0.95 0.85 0.42 0.95 0.85 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 1900 1615 1805 3610 1615 1079 3610 1615 802 3610 1615 ------------ j --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.26 0.10 0.15 0.02 0.03 0.03 0.06 0.16 0.72 0.20 0.08 0.03 Crit Moves: **** **** **** Green/Cycle: 0.28 0.30 0.30 0.15 0.17 0.17 0.48 0.48 0.76 0.48 0.48 0.48 Volume/Cap: 0.94 0.34 0.49 0.16 0.21 0.19 0.13 0.33 0.94 0.42 0.17 0.07 Delay/Veh: 59.4 33.3 35.5 44.8 43.3 43.4 17.5 19.4 26.8 21.2 17.8 16.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 59.4 33.3 35.5 44.8 43.3 43.4 17.5 19.4 26.8 21.2 17.8 16.9 DesignQueue: 47 9 11 2 7 3 2 21 22 6 10 2 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 7-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #6 Monterey Ave. (NS) / Varner Rd. (EW) Cycle (sec) : 90 _ Critical Vol./Cap. (X) : 0.758 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 37.5 Optimal Cycle: 90 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- jj --------------- j1 --------------- 1j ---------------j Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 3 0 1 1 0 1 1 1 2 0 2 0 1 ------------ , --------------- ji --------------- jj --------------- jj--------------- j Volume Module: 2020 AM Base Vol: 407 989 93 171 1056 50 16 72 539 91 200 466 Growth 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 Initial Bse: 407 989 93 171 1056 50 16 72 539 91 200 466 Added Vol: 0 0 0 -16 -16 0 0 0 -16 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 407 989 93 155 1040 50 16 72 523 91 200 466 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 407 989 0 155 1040 0 16 72 523 91 200 466 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 407 989 0 155 1040 0 16 72 523 91 200 466 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 407 989 0 155 1040 0 16 72 523 91 200 466 ------------ ; --------------- jj --------------- --------------- jj --------------- j Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 0.95 0.91 1.00 0.95 0.82 0.82 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1900 1805 5187 1900 1805 1567 3133 3502 3610 1615 ------------ j --------------- jj --------------- jj --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.12 0.27 0.00 0.09 0.20 0.00 0.01 0.05 0.17 0.03 0.06 0.29 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.31 0.00 0.11 0.22 0.00 0.11 0.29 0.29 0.15 0.33 0.33 Volume/Can: 0.57 0.87 0.00 0.77 0.90 0.00 0.08 0.16 0.57 0.18 0.17 0.87 Delay/Veh: 33.5 36.8 0.0 55.7 44.0 0.0 36.0 23.5 27.6 33.8 21.4 43.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.5 36.8 0.0 55.7 44.0 0.0 36.0 23.5 27.6 33.8 21.4 43.0 DesignQueue: 17 36 0 7 42 0 1 3 19 4 7 17 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE fn AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 7-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #6 Monterey Ave. (NS) / Varner Rd. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.638 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.6 Optimal Cycle: 90 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ! --------------- --------------- --------------- 11 --------------- ! Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Ovl Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 3 0 1 1 0 1 1 1 2 0 2 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: 2020 AM Base Vol: 407 989 93 171 1056 50 16 72 539 91 200 466 Growth 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 Initial Bse: 407 989 93 171 1056 50 16 72 539 91 200 466 Added Vol: 0 0 0 -16 -16 0 0 0 -16 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 407 989 93 155 1040 50 16 72 523 91 200 466 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 407 989 0 155 1040 0 16 72 523 91 200 466 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 407 989 0 155 1040 0 16 72 523 91 200 466 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 407 989 0 155 1040 0 16 72 523 91 200 466 ------------ j --------------- --------------- --------------- ; --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 0.95 0.91 1.00 0.95 0.82 0.82 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1900 1805 5187 1900 1805 1567 3133 3502 3610 1615 ------------ I --------------- H --------------- , --------------- li -------------- Capacity Analysis Module: Vol/Sat: 0.12 0.27 0.00 0.09 0.20 0.00 0.01 0.05 0.17 0.03 0.06 0.29 Crit Moves: **** **** **** **** Green/Cycle: 0.29 0.39 0.00 0.12 0.22 0.00 0.12 0.24 0.24 0.11 0.23 0.36 Volume/Cap: 0.40 0.70 0.00 0.70 0.90 0.00 0.08 0.19 0.70 0.23 0.24 0.81 Delay/Veh: 25.6 24.4 0.0 47.2 44.0 0.0 35.6 27.3 33.8 36.8 28.1 34.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.6 24.4 0.0 47.2 44.0 0.0 35.6 27.3 33.8 36.8 28.1 34.5 DesignQueue: 15 32 0 7 42 0 1 3 21 4 8 16 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �Z PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 7-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 46 Monterey Ave. (NS) / Varner Rd. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.741 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.3 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ---------------11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 3 0 1 1 0 1 1 1 2 0 2 0 1 ------------ I --------------- ! --------------- --------------- ---------------� Volume Module: 2020 PM Base Vol: 221 1028 134 179 1335 33 25 291 708 99 175 239 Growth 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 Initial Bse: 221 1028 134 179 1335 33 25 291 708 99 175 239 Added Vol: 0 0 0 12 12 0 0 0 12 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 221 1028 134 191 1347 33 25 291 720 99 175 239 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 1028 0 191 1347 0 25 291 720 99 175 239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 221 1028 0 191 1347 0 25 291 •720 99 175 239 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 221 1028 0 191 1347 0 25 291 720 99 175 239 ------------ ; --------------- , --------------- 1 � --------------- ! I --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 0.95 0.91 1.00 0.95 0.85 0.85 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1900 1805 5187 1900 1805 1612 3224 3502 3610 1615 ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.06 0.28 0.00 0.11 0.26 0.00 0.01 0.18 0.22 0.03 0.05 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.35 0.00 0.13 0.37 0.00 0.13 0.27 0.27 0.11 0.26 0.26 Volume/Cap: 0.57 0.81 0.00 0.81 0.70 0.00 0.11 0.66 0.81 0.25 0.19 0.58 Delay/Veh: 39.9 30.7 0.0 57.0 25.4 0.0 34.9 29.9 34.6 36.9 26.2 31.1 User DelAdj : 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.9 30.7 0.0 57.0 25.4 0.0 34.9 29.9 34.6 36.9 26.2 31.1 DesignQueue: 10 36 0 9 45 0 i 11 27 4 7 9 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V25- PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 7-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #6 Monterey Ave. (NS) / Varner Rd. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.741 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30.7 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Ovl Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 3 0 1 1 0 1 1 1 2 0 2 0 1 ------------ I --------------- H --------------- --------------- ---------------� Volume Module: 2020 PM Base Vol: 221 1028 134 179 1335 33 25 291 708 99 175 239 Growth 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 Initial Bse: 221 1028 134 179 1335 33 25 291 708 99 175 239 Added Vol: 0 0 0 12 12 0 0 0 12 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 221 1028 134 191 1347 33 25 291 720 99 175 239 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 221 1028 0 191 1347 0 25 291 720 99 175 239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 221 1028 0 191 1347 0 25 291 720 99 175 239 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 221 1028 0 191 1347 0 25 291 720 99 175 239 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 0.95 0.91 1.00 0.95 0.85 0.85 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1900 1805 5187 1900 1805 1612 3224 3502 3610 1615 -------------- ------------ -- • --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.28 0.00 0.11 0.26 0.00 0.0" ; .18 0.22 0.03 0.05 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.35 0.00 0.13 0.37 0.00 0.13 0.27 0.27 0.11 0.26 0.39 Volume/Cap: 0.57 0.81 0.00 0.81 0.70 0.00 0.11 0.66 0.81 0.25 0.19 0.38 Delay/Veh: 39.9 30.7 0.0 57.0 25.4 0.0 34.9 29.9 34.6 36.9 26.2 20.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.9 30.7 0.0 57.0 25.4 0.0 34.9 29.9 34.6 36.9 26 .2 20.2 DesignQueue: 10 36 0 9 45 0 1 11 27 4 7 8 TraffiX 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE f!� AM (2020+21) Mon Jul 29, 2002 15:36:51 Page 8-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #7 Monterey Ave. (NS) / I-10 Fwy. WE Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.715 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 25.3 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound movement: L - T - R L - T - R L - T - R L - T - R ------------ j --------------- --------------- --------------- --------------- I Control: Protected Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 10 15 0 0 15 15 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 AM Base Vol: 709 1479 0 0 1686 57 0 0 0 343 0 159 Growth 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 Initial Bse: 709 1479 0 0 1686 57 0 0 0 343 0 159 Added Vol: 0 0 0 0 -32 0 0 0 0 -16 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 709 1479 0 0 1654 57 0 0 0 327 0 159 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PH-- Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 709 1479 0 0 1654 0 0 0 0 327 0 159 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 709 1479 0 0 1654 0 0 0 0 327 0 159 PCE Ad7 : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 709 1479 0 0 1654 0 0 0 0 327 0 159 ------------ I --------------- --------------- i --------------- --------------- i Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.74 1.00 0.74 Lanes: 2.00 2.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.67 0.00 1.33 Final Sat. : 3502 3610 0 0 5187 1900 0 0 0 2340 0 1856 ------------ --------------- --------------- ij --------------- -------------- Capacity Analysis Module: Vol/Sat: 0.20 0.41 0.00 0.00 0.32 0.00 0.00 0.00 0.00 0.14 0.00 0.09 Crit Moves: **** Green/Cycle: 0.28 0.73 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.19 0.00 0.19 Volume/Cap: 0.71 O.S6 0.00 0.00 0.71 0.00 0.00 0.00 0.00 0.72 0.00 0.44 Delay/Veh: 41.0 7.6 0.0 0.0 27.9 0.0 0.0 0.0 0.0 49.3 0.0 43 .0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.0 7.6 0.0 0.0 27.9 0.0 0.0 0.0 0.0 49.3 0.0 43.0 DesignQueue: 36 29 0 0 66 0 0 0 0 18 0 9 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I I PM (2020+P1) Mon Jul 29, 2002 15:38:20 Page 8-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) «««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««« Intersection #7 Monterey Ave. (NS) / I-10 Fwy. WB Ramps (EW) «««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««« Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.909 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 33.9 Optimal Cycle: 120 Level Of Service: C «««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««« Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 10 15 0 0 15 15 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: 2020 PM Base Vol: 849 1382 0 0 2142 59 0 0 0 410 0 210 Growth 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 Initial Bse: 849 1382 0 0 2142 59 0 0 0 410 0 210 Added Vol: -1 -1 0 0 25 0 0 0 0 12 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 848 1381 0 0 2167 59 0 0 0 422 0 210 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 848 1381 0 0 2167 0 0 0 0 422 0 210 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 848 1381 0 0 2167 0 0 0 0 422 0 210 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 848 1381 0 0 2167 0 0 0 0 422 0 210 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.74 1.00 0.74 Lanes: 2.00 2.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.67 0.00 1.33 Final Sat. : 3502 3610 0 0 5187 1900 0 0 0 2330 0 1861 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.24 0.38 0.00 0.00 0.42 0.00 0.00 0.00 0.00 0.18 0.00 0.11 Crit Moves: **** Green/Cycle: 0.27 0.73 O_DO 0.00 0.46 0.00 0.00 0.00 0.00 0.20 0.00 0.20 Volume/Cap: 0.91 0.53 0.00 0.00 0.91 0.00 0.00 0.00 0.00 0.91 0.00 0.57 Delay/Veh: 55.0 7.5 0.0 0.0 35.6 0.0 0.0 0.0 0.0 63.8 0.0 44.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.0 7.5 0.0 0.0 35.6 0.0 0.0 0.0 0.0 63.8 0.0 44.2 DesignQueue: 44 28 0 0 87 0 0 0 0 23 0 11 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE rig AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 9-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #8 Monterey Ave. (NS) / I-10 Fwy. EB Ramps (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.775 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13.3 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ; --------------- --------------- --------------- � Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- '', Volume Module: 2020 AM Base Vol: 0 2160 600 429 1600 0 29 0 385 0 0 0 Growth 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 Initial Bse: 0 2160 600 429 1600 0 29 0 385 0 0 0 Added Vol: 0 0 0 0 -48 0 0 0 -32 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2160 600 429 1552 0 29 0 353 0 0 0 User 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 PHF 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 PHF Volume: 0 2160 600 429 1552 0 29 0 353 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2160 600 429 1552 0 29 0 353 0 0 0 PCE 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 MLF 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 Final Vol. : 0 2160 600 429 1552 0 29 0 353 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.95 1.00 0.80 1.00 0.80 1.00 1.00 1.00 Lanes: 0.00 3 .00 1.00 2.00 2.00 0.00 1.08 0.00 1.92 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 3610 0 1644 0 2940 0 0 0 ------------ , --------------- --------------- i --------------- H --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.42 0.37 0.12 0.43 0.00 0.02 0.00 0.12 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.53 0.53 0.17 0.70 0.00 0.15 0.00 0.15 0.00 0.00 0.00 Volume/Cap: 0.00 0.78 0.70 0.73 0.62 0.00 0.12 0.00 0.79 0.00 0.00 0.00 Delay/Veh: 0.0 12.9 13.1 28.6 5.3 0.0 21.9 0.0 32.8 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 12.9 13.1 28.6 5.3 0.0 21.9 0.0 32.8 0.0 0.0 0.0 DesignQueue: 0 38 10 12 18 0 1 0 10 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 9-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #8 Monterey Ave. (NS) / I-10 Fwy. EB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.712 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 19.5 Optimal Cycle: 120 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- ii --------------- --------------- � Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 AM Base Vol: 0 2160 600 429 1600 0 29 0 385 0 0 0 Growth 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 Initial Bse: 0 2160 600 429 1600 0 29 0 385 0 0 0 Added Vol: 0 0 0 0 -48 0 0 0 -32 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2160 600 429 1552 0 29 0 353 0 0 0 User 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 PHF 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 PHF Volume: 0 2160 600 429 1552 0 29 0 353 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2160 600 429 1552 0 29 0 353 0 0 0 PCE 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 MLF 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 Final Vol. : 0 2160 600 429 1552 0 29 0 353 0 0 0 ------------ i --------------- � I --------------- jj --------------- 'ii --------------- i Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.91 1.00 0.80 1.00 0.80 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.08 0.00 1.92 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 5187 0 1644 0 2940 0 0 0 ------------ I --------------- --------------- --------------- --------------- ! Capacity Analysis Module: Vol/Sat: 0.00 0.42 0.37 0.12 0.30 0.00 0.02 0.00 0.12 0.00 0.00 0.00 Crit Moves: Green/Cycle: 0.00 0.58 0.58 0.17 0.76 0.00 0.17 0.00 0.17 0.00 0.00 0.00 Volume/Cap: 0.00 0.71 0.64 0.71 0.40 0.00 0.10 0.00 0.71 0.00 0.00 0.00 Delay/Veh: 0.0 18.6 17.9 50.9 5.1 0.0 42.3 0.0 51.7 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.6 17.9 50.9 5.1 0.0 42.3 0.0 51.7 0.0 0.0 0.0 DesignQueue: 0 66 18 24 27 0 2 0 20 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ?-'�D PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 9-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 48 Monterey Ave. (NS) / I-10 Fwy. EB Ramps (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.958 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 158.4 Optimal Cycle: 120 Level Of Service: F r.,r,r,r..+,r.,r+*r*...+rrr�.,r**r*+*.,r#<*+,e+•*rr.*w,rx�.*,r.,rr.***,r*,r**+,r*,r,r.+.*+f.*,r,rr. Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 0 2176 834 440 2112 0 56 0 613 0 0 0 Growth 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 Initial Bse: 0 2176 834 440 2112 0 56 0 613 0 0 0 Added Vol: 0 -2 0 0 37 0 0 0 25 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2174 834 440 2149 0 56 0 638 0 0 0 User 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 PHF 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 PHF Volume: 0 2174 834 440 2149 0 56 0 638 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2174 834 440 2149 0 56 0 638 0 0 0 PCE 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 MLF 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 Final Vol. : 0 2174 834 440 2149 0 56 0 638 0 0 0 ------------ i --------------- --------------- --------------- H--------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.95 1.00 0.80 1.00 0.80 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 1.08 0.00 1.92 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 3610 0 1641 0 2914 0 0 0 ------------ Capacity Analysis Module: Vol/Sat: 0.00 0.42 0.52 0.13 0.60 0.00 0.03 0.00 0.22 0.00 0.00 0.00 Crit Moves: Green/Cycle: 0.00 0.29 0.29 0.41 0.70 0.00 0.15 0.00 0.15 0.00 0.00 0.00 Volume/Cap: 0.00 1.45 1.79 0.31 0.85 0.00 0.23 0.00 1.45 0.00 0.00 0.00 Delay/Veh: 0.0 228 384.0 12.0 9.7 0.0 22.4 0.0 241.1 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 228 384.0 12.0 9.7 0.0 22.4 0.0 241.1 0.0 0.0 0.0 DesignQueue: 0 57 22 9 25 0 2 0 19 0 0 0 .w*...•*,t,e*+<,r,t*fr«*w,r*..*.,r+,r�r,t,t*r+r•.*+***r.*.,t*+:*rt.,r**t�.*.,rr+,r**•*.*.+..•,t...* Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P?A PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 9-1 ---------------------------------------------------------------------------- -- --- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #8 Monterey Ave. (NS) / I-10 Fwy. EB Ramps (EW) #***#*****#***##******##*****####**#****#*####**********###*##***#*#************ Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.931 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 28.4 Optimal Cycle: 120 Level Of Service: C *##*#*#****###**##*#**###*###***######*##*#**#******##*######***##*#**#****###*# Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- H --------------- 11 --------------- I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ I --------------- { --------------- ---------------11 --------------- � Volume Module: 2020 PM Base Vol: 0 2176 834 440 2112 0 56 0 613 0 0 0 Growth 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 Initial Bse: 0 2176 834 440 2112 0 56 0 613 0 0 0 Added Vol: 0 -2 0 0 37 0 0 0 25 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2174 834 440 2149 0 56 0 638 0 0 0 User 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 PHF 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 PHF Volume: 0 2174 834 440 2149 0 56 0 638 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2174 834 440 2149 0 56 0 638 0 0 0 PCE 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 MLF 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 Final Vol. : 0 2174 834 440 2149 0 56 0 638 0 0 0 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.91 1.00 0.80 1.00 0.80 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.08 0.00 1.92 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 5187 0 1643 0 2917 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.42 0.52 0.13 0.41 0.00 0.03 0.00 0.22 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.55 0.55 0.14 0.69 0.00 0.24 0.00 0.24 0.00 0.00 0.00 Volume/Cap: 0.00 0.76 0.93 0.93 0.60 0.00 0.15 0.00 0.93 0.00 0.00 0.00 Delay/Veh: 0.0 21.6 40.5 76.5 10.1 0.0 36.4 0.0 63.1 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 21.6 40.5 76.5 10.1 0.0 36.4 0.0 63.1 0.0 0.0 0.0 DesignQueue: 0 72 28 26 49 0 3 0 34 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �3Z- AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 10-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #9 Monterey Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.040 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 68.4 Optimal Cycle: 120 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 25 25 10 25 25 10 25 25 10 25 25 Lanes: 2 0 2 1 0 1 0 3 0 1 2 0 1 0 1 1 0 1 1 0 ------------ --------------- --------------- --------------- , . --------------- � Volume Module: 2020 AM Base Vol: 210 1557 50 318 944 723 820 195 122 50 284 383 Growth 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 Initial Bse: 210 1557 50 318 944 723 820 195 122 50 284 383 Added Vol: 0 0 0 -32 -48 0 0 -16 -16 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 210 1557 50 286 896 723 820 179 106 50 284 383 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 210 1557 50 286 896 0 820 179 106 50 284 383 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 210 1557 50 286 896 0 820 179 106 50 284 383 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 210 1557 50 286 896 0 820 179 106 50 284 383 ------------ --------------- H --------------- H --------------- ----------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 0.95 0.91 1.00 0.92 1.00 0.85 0.95 0.87 0.87 Lanes: 2.00 2.91 0.09 1.00 3.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 3502 5000 161 1805 5187 1900 3502 1900 1615 1805 1650 1650 ------------ ' --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.31 0.31 0.16 0.17 0.00 0.23 0.09 0.07 0.03 0.17 0.23 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.30 0.30 0.15 0.32 0.00 0.23 0.32 0.32 0.13 0.22 0.22 Volume/Cap: 0.46 1.04 1.04 1.04 0.54 0.00 1.04 0.29 0.20 0.22 0.77 1.04 Delay/Veh: 49.2 76.1 76.1 116.0 33.6 0.0 89.4 30.9 29.9 47.4 48.0 93.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.2 76.1 76.1 116.0 33.6 0.0 89.4 30.9 29.9 47.4 48.0 93.0 DesignQueue: 12 79 3 17 42 0 45 8 5 3 15 21 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �33 AM (2020+P1) imp2 Fri Jul 26, 2002 17:38:05 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Urban Interchange Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #9 Monterey Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.510 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 28.2 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ! --------------- --------------- 11 --------------- i1 --------------- � Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Ovl Min. Green: 20 0 20 20 0 20 10 25 25 10 25 25 Lanes: 2 0 0 0 1 1 0 0 0 1 2 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- Volume Module: 2020 AM (Urban) 1 Base Vol: 210 0 50 286 0 723 820 179 106 50 284 383 Growth 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 Initial Bse: 210 0 50 286 0 723 820 179 106 50 284 383 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 210 0 50 286 0 0 820 179 106 50 284 383 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 210 0 50 286 0 0 820 179 106 50 284 383 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 210 0 50 286 0 0 820 179 106 50 284 383 ------------ I --------------- --------------- ii --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 0.95 1.00 1.00 0.92 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 0.00 1.00 1.00 0.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 0 1615 1805 0 1900 3502 3610 1615 1805 3610 1615 ------------ --------------- ! , --------------- i ! --------------- --------------- ' Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.03 0.16 0.00 0.00 0.23 0.05 0.07 0.03 0.08 0.24 Crit Moves: Green/Cycle: 0.29 0.00 0.47 0.29 0.00 0.00 0.43 0.45 0.45 0.18 0.21 0.50 Volume/Cap: 0.21 0.00 0.07 0.55 0.00 0.00 0.55 0.11 0.14 0.15 0.38 0.48 Delay/Veh: 32.3 0.0 17.4 37.3 0.0 0.0 26.1 18.8 19.2 41.5 41.1 20.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.3 0.0 17.4 37.3 0.0 0.0 26.1 18.8 19.2 41.5 41.1 20.3 DesignQueue: 10 0 2 14 0 0 33 7 4 3 15 14 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+Pl) imp3 Thu Oct 3, 2002 16:33:30 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Maximum Improvements (No Pedestrian Minimum Green) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 49 Monterey Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.733 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.2 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- --------------- 11 --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Ovl Ignore Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 3 0 1 2 0 3 0 1 2 1 1 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 AM Base Vol: 210 1557 50 318 944 723 820 195 122 50 284 383 Growth 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 Initial Bse: 210 1557 50 318 944 723 820 195 122 50 284 383 Added Vol: 0 0 0 -32 -48 0 0 -16 -16 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 210 1557 50 286 896 723 820 179 106 50 284 383 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 210 1557 50 286 896 0 820 179 106 50 284 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 210 1557 50 286 896 0 820 179 106 50 284 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 210 1557 50 286 896 0 820 179 106 50 284 0 ------------ I --------------- --------------- --------------- --------------- j Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.89 0.91 0.85 0.95 0.95 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 1.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 5048 1735 1615 1805 3610 1900 ------------ I --------------- --------------- --------------- --------------- I Capacity Analysis Module: Vol/Sat: 0.06 0.30 0.03 0.08 0.17 0.00 0.16 0.10 0.07 0.03 0.08 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.39 0.39 0.13 0.39 0.00 0.21 0.21 0.34 0.13 0.13 0.00 Volume/Cap: 0.48 0.77 0.08 0.65 0.44 0.00 0.77 0.49 0.20 0.22 0.63 0.00 Delay/Veh: 33.4 23.2 15.4 36.9 18.2 0.0 32.7 28.0 19.1 32.0 36.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.4 23.2 15.4 36.9 18.2 0.0 32.7 28.0 19.1 32.0 36.1 0.0 DesignQueue: 8 46 1 11 25 0 30 6 3 2 11 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 10-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) «««««««««««««««««««««««««««««««««««««««««««««««««««««*«««««««««««««««««««««««««« Intersection #9 Monterey Ave. (NS) / Dinah Shore Dr. (EW) ««««««««««««««««««««««««««««««««««««««««««««««««««««««*««««««««««««««««««««««««« Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.229 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 113.2 Optimal Cycle: 120 Level Of Service: F «««««««««««««««««««««*««««««««««««««*««««««««««««««««««««*««««««««*««««««««««««« Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- I1 --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 25 25 10 25 25 10 25 25 10 25 25 Lanes: 2 0 2 1 0 1 0 3 0 1 2 0 1 0 1 1 0 1 1 0 ------------ I --------------- --------------- --------------- ---------------� Volume Module: 2020 PM Base Vol: 217 1434 85 382 1504 839 1143 315 174 85 403 432 Growth 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 Initial Bse: 217 1434 85 382 1504 839 1143 315 174 85 403 432 Added Vol: -1 -1 0 25 37 0 0 12 12 0 0 -1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 216 1433 85 407 1541 839 1143 327 186 85 403 431 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 216 1433 85 407 1541 0 1143 327 186 85 403 431 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 1433 85 407 1541 0 1143 327 186 85 403 431 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 216 1433 85 407 1541 0 1143 327 186 85 403 431 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.90 0.90 0.95 0.91 1.00 0.92 1.00 0.85 0.95 0.88 0.88 Lanes: 2.00 2.83 0.17 1.00 3.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 3502 4857 288 1805 5187 1900 3502 1900 1615 1805 1664 1664 ------------ I --------------- --------------- ; --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.30 0.30 0.23 0.30 0.00 0.33 0.17 0.12 0.05 0.24 0.26 Crit Moves **** **** **** **** Green/Cycle: 0.08 0.24 0.24 0.18 0.34 0.00 0.27 0.34 0.34 0.14 0.21 0.21 Volume/Cap: 0.74 1.23 1.23 1.23 0.87 0.00 1.23 0.51 0.34 0.35 1.15 1.23 Delay/Veh: 63.4 156 155.8 175.7 42.3 0.0 156.5 32.2 29.9 47.8 130 163.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.4 156 155.8 175.7 42.3 0.0 156.5 32.2 29.9 47.8 130 163.0 DesignQueue: 13 78 5 23 73 0 61 15 8 5 22 24 «««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««« Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) imp Fri Jul 26, 2002 14!36:33 Page 10-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #9 Monterey Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.705 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 35.3 Optimal Cycle: 120 Level Of Service: D #*#**************#*##*****#*###*****#**###*##*###*****************##***#####**#* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 1I --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include OV1 Min. Green: 10 25 25 10 25 25 25 25 25 25 25 25 Lanes: 2 0 2 1 0 2 0 3 0 1 2 1 1 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: 2020 AM Base Vol: 210 1557 50 318 944 723 820 195 122 50 284 383 Growth 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 Initial Bse: 210 1557 50 318 944 723 820 195 122 50 284 383 Added Vol: 0 0 0 -32 -48 0 0 -16 -16 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 210 1557 50 286 896 723 820 179 106 50 284 383 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 210 1557 50 286 896 0 820 179 106 50 284 383 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 210 1557 50 286 896 0 820 179 106 50 284 383 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 i.00 1.00 1.00 1.00 1.00 Final Vol. : 210 1557 50 286 896 0 820 179 106 50 284 383 ------------ --------------- --------------- ! --------------- ! i --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 0.92 0.91 1.00 0.89 0.91 0.85 0.95 0.95 0.85 Lanes: 2.00 2.91 0.09 2.00 3.00 1.00 3.00 1.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 5000 161 3502 5187 1900 5048 1735 1615 1805 3610 1615 ------------ --------------- --------------- j ! --------------- ! --------------- Capacity Analysis Module: Vol/Sat: 0.06 0.31 0.31 0.08 0.17 0.00 0.16 0.10 0.07 0.03 0.08 0.24 Crit Moves: **** **** **** ***# Green/Cycle: 0.16 0.44 0.44 0.12 0.40 0.00 0.23 0.23 0.23 0.22 0.22 0.33 Volume/Cap: 0.38 0.70 0.70 0.70 0.43 0.00 0.70 0.45 0.28 0.13 0.36 0.71 Delay/Veh: 45.5 28.2 28.2 56.6 26.4 0.0 44.0 39.8 38.4 37.9 40.1 39.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.0.0 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.5 28.2 28.2 56.6 26.4 0.0 44.0 39.8 38.4 37.9 40.1 39.2 DesignQueue: 12 63 2 17 37 0 44 9 6 3 15 18 ****###**###*#*#***#*#***##*#####****###*##*###****####*#*#**#######*####*#####* Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 131 PM (2020+P1) imp Fri Jul 26, 2002 14:36:56 Page 10-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Le%el Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #9 Monterey Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.832 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : •17.1 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- ---------------� Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Include Ovl Min. Green: 10 25 25 10 25 25 25 25 25 25 25 25 Lanes: 2 0 2 1 0 2 0 3 0 1 2 1 1 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: 2020 PM Base Vo: : 217 1434 85 382 1504 839 1143 315 174 85 403 432 Growth 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 Initial Bse: 217 1434 85 382 1504 839 1143 315 174 85 403 432 Added Vol: -1 -1 0 25 37 0 0 12 12 2 0 -1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 216 1433 85 407 1541 839 1143 327 186 403 431 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1- 1.00 1.00 PHF Volume: 216 1433 85 407 1541 0 1143 327 186 85 403 431 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 1433 85 407 1541 0 1143 327 186 85 403 431 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 216 1433 85 407 1541 0 1143 327 186 85 403 431 ------------ i --------------- ; --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 19^0 1900 1900 1900 1900 1900 Adjustment: 0.92 0.90 0.90 0.92 0.91 1.00 0 .�9 0.9i 0.85 0.95 0.95 0.85 Lanes: 2.00 2.83 0.17 2.00 3.00 1.00 3 .30 1.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 4857 288 3502 5187 1900 5058 1738 1615 1805 3610 1615 ------------ t --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.30 0.30 0.12 0.30 0.00 0.23 0.19 0.12 0.05 0.11 0.27 Crit Moves: **** **** * ** **** Green/Cycle: 0.08 0.32 0.32 0.13 0.36 0.00 0.25 0.25 5 0.21 0.21 0.33 Volume/Cap: 0.74 0.92 0.92 0.92 0.82 0.00 0.92 0.77 G.47 0.23 0.54 0.80 Delay/Veh: 63.4 48.3 48.3 76.4 37.6 0.0 53.3 44.0 39.5 39.8 43.1 44.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 63.4 48.3 48.3 76.4 37.6 0.0 53.3 44.0 39.5 39.8 43.1 44.4 DesignQueue: 13 70 4 24 70 0 61 17 10 5 22 20 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE N PM (2020+P1) imp2 Fri Jul 26, 2002 17:38:09 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Urban Interchange Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection #9 Monterey Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. W : 0.717 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 31.7 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- H --------------- --------------- --------------- i Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Ovl Min. Green: 20 0 20 20 0 20 10 25 25 10 25 25 Lanes: 2 0 0 0 1 1 0 0 0 1 2 0 2 0 1 1 0 2 0 1 ------------ I --------------- II--------------- ------------- --------------- � Volume Module: 2020 PM (Urban) 1 Base Vol: 216 0 85 407 0 839 1143 327 186 85 403 431 Growth 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 Initial Bse: 216 0 85 407 0 839 1143 327 186 85 403 431 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 216 0 85 407 0 0 1143 327 186 85 403 431 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 0 85 407 0 0 1143 327 186 85 403 431 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 216 0 85 407 0 0 1143 327 186 85 403 431 ------------ I--------------- --------------- ; --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 0.95 1.00 1.00 0.92 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 0.00 1.00 1.00 0.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 0 1615 1805 0 1900 3502 3610 1615 1805 3610 1615 ------------ ; --------------- --------------- ! , --------------- j ; --------------- I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.05 0.23 0.00 0.00 0.33 0.09 0.12 0.05 0.11 0.27 Crit Moves: **** **** **** **** Green/Cycle: 0.29 0.00 0.47 0.29 0.00 0.00 0.42 0.45 0.45 0.18 0.21 0.50 Volume/Cap: 0.21 0.00 0.11 0.77 0.00 0.00 0.77 0.20 0.26 0.26 0.54 0.53 Delay/Veh: 32.1 0.0 17.6 45.6 0.0 0.0 32.1 19.9 20.6 42.7 43.1 21.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.1 0.0 17.6 45.6 0.0 0.0 32.1 19.9 20.6 42.7 43.1 21.1 DesignQueue: 10 0 3 20 0 0 48 12 7 5 22 15 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) imp3 Thu Oct 3, 2002 16:33:36 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Maximum Improvements (No Pedestrian Minimum Green) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #9 Monterey Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.819 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.3 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Ovl Ignore Min. Green: 10 10 10 10 10 10 10 10 10 10 10 10 Lanes: 2 0 3 0 1 2 0 3 0 1 2 1 1 0 1 1 0 2 0 1 ------------ j --------------- --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 217 1434 85 382 1504 839 1143 315 174 85 403 432 Growth 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 Initial Bse: 217 1434 85 382 1504 839 1143 315 174 85 403 432 Added Vol: -1 -1 0 25 37 0 0 12 12 0 0 -1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 216 1433 85 407 1541 839 1143 327 186 85 403 431 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 216 1433 85 407 1541 0 1143 327 186 85 403 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 216 1433 85 407 1541 0 1143 327 186 85 403 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 216 1433 85 407 1541 0 1143 327 186 85 403 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 1.00 0.89 0.91 0.85 0.95 0.95 1.00 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 3.00 1.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1900 5058 1738 1615 1805 3610 1900 ------------ j --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.06 0.28 0.05 0.12 0.30 0.00 0.23 0.19 0.12 0.05 0.11 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.34 0.34 0.13 0.34 0.00 0.26 0.26 0.38 0.13 0.13 0.00 Volume/Cap: 0.49 0.81 0.16 0.93 0.88 0.00 0.88 0.73 0.30 0.37 0.88 0.00 Delay/Veh: 33 .5 27.2 18.6 61.0 30.1 0.0 33 .9 28.5 17.5 33.0 51.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.5 27.2 18.6 61.0 30.1 0.0 33 .9 28.5 17.5 33.0 51.2 0.0 DesignQueue: 9 45 3 16 49 0 40 11 5 3 16 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) imp Fri Jul 26, 2002 12:02:08 Page 11-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Intersection #10 Monterey Ave. (NS) / Market Place Wy. (EW) xxxxxxxxxxxxxxxxxxxxxxxx+xxtxxxxxxxxxfxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Cycle (sec) : 120 Critical Vol./Cap. W : 0.543 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 24.6 Optimal Cycle: 120 Level Of Service: C xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L T - R L - T - R L - T - R ------------ ; --------------- 1I --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 15 15 10 15 15 10 25 25 10 25 25 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 0 1 ------------ --------------- 11 --------------- --------------- --------------- � Volume Module: 2020 AM Base Vol: 72 1631 62 123 912 81 67 62 74 79 40 119 Growth 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 Initial Bse: 72 1631 62 123 912 81 67 62 74 79 40 119 Added Vol: 0 0 -16 -32 -32 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 72 1631 46 91 880 81 67 46 74 79 40 119 User 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 PHF 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 PHF Volume: 72 1631 46 91 880 81 67 46 74 79 40 119 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 1631 46 91 880 81 67 46 74 79 40 119 PCE 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 MLF 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 Final Vol. : 72 1631 46 91 880 81 67 46 74 79 40 119 ------------ j --------------- --------------- jj --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.90 0.90 0.95 0.91 0.91 0.95 1.00 0.85 Lanes: 1.00 2.92 0.08 1.00 2.75 0.25 1.00 0.38 0.62 1.00 1.00 1.00 Final Sat. : 1805 5025 142 1805 4688 432 1805 661 1063 1805 1900 1615 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.04 0.32 0.32 0.05 0.19 0.19 0.04 0.07 0.07 0.04 0.02 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.53 0.53 0.08 0.53 0.53 0.08 0.21 0.21 0.08 0.21 0.21 Volume/Cap: 0.48 0.62 0.62 0.60 0.36 0.36 0.45 0.33 0.33 0.53 0.10 0.35 Delay/Veh: 54.9 20.5 20.5 59.9 16.7 16.7 54.5 41.0 41.0 56.1 38.5 41.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.9 20.5 20.5 59.9 16.7 16.7 54.5 41.0 41.0 56.1 38.5 41.2 DesignQueue: 4 56 2 6 29 3 4 2 4 5 2 6 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxx.xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) imp Fri Jul 26, 2002 12:03:02 Page 11-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #10 Monterey Ave. (NS) / Market Place Wy. (EW) Cycle (sec) : 120 Critical Vol./Cap. W : 0.610 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.0 Optimal Cycle: 120 Level Of Service: C ««##«####*###«####«#«#«###«###«########«######«########«##««#«#«««###««######«## Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 15 15 10 15 15 10 25 25 10 25 25 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 1 0 1 ------------ --------------- --------------- --------------- H --------------- � Volume Module: 2020 PM Base Vol: 92 1445 62 124 1575 63 66 62 73 150 75 225 Growth 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 Initial Bse: 92 1445 62 124 1575 63 66 62 73 150 75 225 Added Vol: 0 -1 12 25 25 0 0 12 0 -1 0 -1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 92 1444 74 149 1600 63 66 74 73 149 75 224 User 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 PHF 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 PHF Volume: 92 1444 74 149 1600 63 66 74 73 149 75 224 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 92 1444 74 149 1600 63 66 74 73 149 75 224 PCE 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 MLF 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 Final Vol. : 92 1444 74 149 1600 63 66 74 73 149 75 224 ------------ --------------- --------------- ------------ --------------- , Saturation. Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.95 0.93 0.93 0.95 1.00 0.85 Lanes: 1.00 2.85 0.15 1.00 2.89 0.11 1.00 0.50 0.50 1.00 1.00 1.00 Final Sat. : 1805 4900 251 1805 4961 195 1805 885 873 1805 1900 1615 ------------ ; --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.29 0.29 0.08 0.32 0.32 0.04 0.08 0.08 0.08 0.04 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.51 0.51 0.08 0.51 0.51 0.08 0.22 0.22 0.09 0.22 0.22 Volume/Cap: 0.61 0.57 0.57 0.99 0.63 0.63 0.44 0.39 0.39 0.95 0.18 0.63 Delay/Veh: 60.3 20.5 20.5 125.3 21.5 21.5 54.4 40.8 40.8 111.7 38.2 45.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 60.3 20.5 20.5 125.3 21.5 21.5 54.4 40.8 40.8 111.7 38.2 45.9 DesignQueue: 6 50 3 9 56 2 4 4 4 9 4 12 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �-Z AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 12-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) ************************************x*********x*x*xxx**xx***xxxxxxxxxxxxxxxxxxxx Intersection #11 Monterey Ave. (NS) / Proj . Dwy. (EW) xxx**xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Average Delay (sec/veh) : 16.0 Worst Case Level Of Service: C x+xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ i --------------- --------------- jj--------------- jj --------------- j Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 1 ------------ j --------------- --------------- --------------- --------------- j Volume Module: 2020 AM Base Vol: 0 1686 62 62 1003 0 0 0 0 0 0 79 Growth 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 Initial Bse: 0 1686 62 62 1003 0 0 0 0 0 0 79 Added Vol: 0 -16 -16 -16 -16 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1670 46 46 987 0 0 0 0 0 0 79 User 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 PHF 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 PHF Volume: 0 1670 46 46 987 0 0 0 0 0 0 79 _ Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 1670 46 46 987 0 0 0 0 0 0 79 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4..1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------ j --------------- --------------- --------------- j --------------- j Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1716 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 580 Potent Cap. : xxxx xxxx xxxxx 374 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 463 Move Cap. : xxxx xxxx xxxxx 374 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 463 ------------ --------------- jj --------------- --------------- --------------- Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 16.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 14.4 LOS by Move: C * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx 14.4 ApproachLOS: * * B Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE TO PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 12-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection 411 Monterey Ave. (NS) / Proj . Dwy. (EW) Average Delay (sec/veh) : 15.1 Worst Case Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- jj --------------- --------------- --------------- j Control: Uncontrolled Uncontrolled Stop Sign Stop S-gn Rights: Include Include Include Inclue Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 0 0 0 1 ------------ ! --------------- 1j --------------- jj --------------- ij -------- - --- Volume Module: 2020 PM Base Vol: 0 1449 62 62 1736 0 0 0 0 0 150 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0, 1.00 Initial Bse: 0 1449 62 62 1736 0 0 0 0 0 0 150 Added Vol: 0 12 12 12 11 0 0 0 0 0 0 -1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1461 74 74 1747 0 0 0 0 % 0 0 149 User 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 PHF 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 PHF Volume: 0 1461 74 74 1747 0 0 0 0 0 0 149 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 1461 74 74 1747 0 0 0 0 0 149 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxl : xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3 .3 ------------ --------------- --------------- ; j --------------- --------------- j Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1535 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 524 Potent Cap. : xxxx xxxx xxxxx 439 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 503 Move Cap. : xxxx xxxx xxxxx 439 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 503 ------------ j --------------- --------------- --------------- jj --------------- Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 14.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 15.1 LOS by Move: * * * B * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx 15.1 ApproachLOS: * * * C Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020*P1) imp Thu Jul 25, 2002 16:40:33 Page 13-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #12 Monterey Ave. (NS) / 35th Ave. (EW) *******##******************************************************************##*** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.416 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 9.5 Optimal Cycle: 120 Level Of Service: A x******************************************************************************* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ! --------------- jj --------------- H --------------- jj --------------- ! Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 20 0 20 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- j ! --------------- ! j --------------- jj --------------- i Volume Module: 2020 AM Base Vol: 0 1708 62 62 941 0 0 0 0 40 0 40 Growth 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 Initial Bse: 0 1708 62 62 941 0 0 0 0 40 0 40 Added Vol: 0 -32 -16 -16 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1676 46 46 941 0 0 0 0 40 0 40 User 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 PHF 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 PHF Volume: 0 1676 46 46 941 0 0 0 0 40 0 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1676 46 46 941 0 0 0 0 40 0 40 PCE 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 MLF 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 Final Vol. : 0 1676 46 46 941 0 0 0 0 40 0 40 ------------ j --------------- j ! --------------- ! ! --------------- ; i --------------- j Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.91 0.95 0.91 1.00 1.00 1.00 1.00 0.81 1.00 0.85 Lanes: 0.00 2.92 0.08 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 5028 138 1805 5187 0 0 0 0 1537 0 1615 ------------ ; --------------- jj --------------- ! j--------------- jj --------------- ! Capacity Analysis Module: Vol/Sat: 0.00 0.33 0.33 0.03 0.18 0.00 o.00 0.00 0.00 0.03 0.00 0.02 Crit Moves: **** **** **** Greer./Cycle: 0.00 0.68 0.68 0.08 0.76 0.00 0.00 0.00 0.00 0.17 0.00 0.17 Volume/Cap: 0.00 0.49 0.49 0.31 0.24 0.00 0.00 0.00 0.00 0.16 0.00 0.15 Delay/Veh: 0.0 9.6 9.6 52.9 4.3 0.0 0.0 0.0 0.0 43.1 0.0 43.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 9.6 9.6 52.9 4.3 0.0 0.0 0.0 0.0 43.1 0.0 43.0 DesignQueue: 0 39 1 3 16 0 0 0 0 2 0 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PO PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 13-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #12 Monterey Ave. (NS) / 35th Ave. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.422 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 9.9 Optimal Cycle: 120 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ! --------------- ; --------------- --------------- --------------- Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 20 0 20 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- ' --------------- --------------- I ; ---------- ----- � Volume Module: 2020 PM Base Vol: 0 1436 62 62 1674 0 0 0 0 75 0 75 Growth 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 Initial Bse: 0 1436 62 62 1674 0 0 0 0 75 0 75 Added Vol: 0 25 12 12 -1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1461 74 74 1673 0 0 0 0 75 0 75 User 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 PHF 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 PHF Volume: 0 1461 74 74 1673 0 0 0 0 75 0 75 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1461 74 74 1673 0 0 0 0 75 0 75 PCE 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 MLF 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 Final Vol. : 0 1461 74 74 1673 0 0 0 0 75 0 75 ------------ j --------------- --------------- --------------- 11 --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.90 0.90 0.95 0.91 1.00 1.00 1.00 1.00 0.78 1.00 0.85 Lanes: 0.00 2.86 0.14 1.00 3 .00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 4902 248 1805 5187 0 0 0 0 1473 0 1615 ------------ - --------------- --------------- 1 : Analysis Module: Vol/Sat: 0.00 0.30 0.30 0.04 0.32 0.00 0.00 0.00 0.00 0.05 0.00 0.05 Crit Moves: **** **** **** Green/Cycle: 0.00 0.67 0.67 0.09 0.76 0.00 0.00 0.00 0.00 0.17 0.00 0.17 Volume/Cap: 0.00 0.45 0.45 0.45 0.43 0.00 0.00 0.00 0.00 0.31 0.00 0.28 Delay/Veh: 0.0 9.6 9.6 53.5 5.2 0.0 0.0 0.0 0.0 44 .6 0.0 44.3 User De1Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ad!Del/Veh: 0.0 9.6 9.6 53 .5 5.2 0.0 0.0 0.0 0.0 44.6 0.0 44.3 DesignQueue: 0 35 2 5 29 0 0 0 0 4 0 4 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) Wed Jul 24, 2002 14 :35:35 Page 11-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #13 Monterey Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.809 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 41.5 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ; --------------- H --------------- J1 --------------- J1 --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------ --------------- JJ --------------- JJ ---------------IJ--------------- � Volume Module: 2020 AM Base Vol: 43 1345 66 57 937 132 672 865 79 165 524 105 Growth 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 Initial Bse: 43 1345 66 57 937 132 672 865 79 165 524 105 Added Vol: 0 -48 0 0 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 43 1297 66 57 937 132 672 849 79 165 524 105 User 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 PHF 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 PHF Volume: 43 1297 66 57 937 132 672 849 79 165 524 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1297 66 57 937 132 672 849 79 165 524 105 PCE 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 MLF 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 Final Vol. : 43 1297 66 57 937 132 672 849 79 165 524 105 ------------ --------------- Ji --------------- JJ--------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.94 0.94 0.92 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 1.83 0.17 2.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 3260 303 3502 3610 1615 ------------ --------------- JJ --------------- jl --------------- ---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.36 0.04 0.03 0.26 0.08 0.19 0.26 0.26 0.05 0.15 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.42 0.42 0.08 0.42 0.42 0.23 0.31 0.31 0.08 0.17 0.17 Volume/Cap: 0.29 0.85 0.10 0.38 0.62 0.19 0.85 0.83 0.83 0.57 0.85 0.38 Delay/Veh: 52.7 36.2 21.0 53.7 27.9 22.0 53.5 44.0 44.0 55.5 59.4 45.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.7 36.2 21.0 53 .7 27.9 22.0 53.5 44.0 44.0 55.5 59.4 45.1 DesignQueue: 3 55 3 4 39 5 36 42 4 10 30 6 x«xxxxxxxxx««««««««x««x«xx««««««««««xxxxx«xx«««x««xxx««««««««xxx#xx««x«««xxx«««« Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 14-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) xxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Intersection 413 Monterey Ave. (NS) / Gerald Ford Dr. (EW) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*****x**x***xxxxxxxxxxxxxxxxxxxxxxxxxx Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.731 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33 .1 Optimal Cycle: 90 Level Of Service: C xxxxxxx*************************************************xxxxxxxxxxxxxxxxxxxxxxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 1I --------------- II--------------- II --------------- ; Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes- 1 0 2 1 0 1 0 3 0 1 2 0 1 1 0 2 0 2 0 1 ------------ I --------------- ; I --------------- II --------------- H --------------- I Volume Module: 2020 AM Base Vol: 43 1345 66 57 937 132 672 865 79 165 524 105 Growth 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 Initial Bse: 43 1345 66 57 937 132 672 865 79 165 524 105 Added Vol: 0 -48 0 0 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 initial Fut: 43 1297 66 57 937 132 672 849 79 165 524 105 User 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 PHF 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 PHF Volume: 43 1297 66 57 937 132 672 849 79 165 524 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1297 66 57 937 132 672 849 79 165 524 105 PCE 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 MLF 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 Final Vol. : 43 1297 66 57 937 132 672 849 79 165 524 105 ------------ I --------------- H --------------- 11 --------------- II --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.91 0.85 0.92 0.94 0.94 0.92 0.95 0.85 Lanes: 1.00 2.85 0.15 1.00 3.00 1.00 2.00 1.83 0.17 2.00 2.00 1.00 Final Sat. : 1805 4901 249 1805 5187 1615 3502 3260 303 3502 3610 1615 ------------ ; --------------- --------------- 11 --------------- ---------------; Capacity Analysis Module: Vol/Sat: 0.02 0.26 0.26 0.03 0.18 0.08 0.19 0.26 0.26 0.05 0.15 0.07 Crit Moves **** **** **** **** Green/Cycle: 0.14 0.31 0.31 0.11 0.28 0.50 0.22 0.34 0.34 0.11 0.22 0.22 Volume/Cap: 0.17 0.86 0.86 0.28 0.64 0.16 0.86 0.78 0.78 0.42 0.65 0.29 Delay/Veh: 34.4 34.0 34.0 37.5 29.5 12.1 42.7 30.2 30.2 38.1 33.8 29.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34 .4 34.0 34.0 37.5 29.5 12.1 42.7 30.2 30.2 38.1 33.8 29.6 DesignQueue: 2 48 2 3 35 3 27 30 3 7 21 4 x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+xxxxxxxxxxxxxxxxxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE To PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 11-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #13 Monterey Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.860 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 49.6 Optimal Cycle: 120 Level Of Service: D **+#+++*#+#rt#+*«+++#++++#+*#+****+«*«««#+«*«++++++++*+*«+++++«+**+++++++++#*++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ; ---------------jj--------------- ! ! --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------ --------------- ii --------------- ---------------jj --------------- j Volume Module: 2020 PM Base Vol: 76 1323 75 99 1537 434 321 840 134 98 962 80 Growth 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 Initial Bse: 76 1323 75 99 1537 434 321 840 134 98 962 80 Added Vol: 0 37 0 0 -1 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 76 1360 75 99 1536 434 321 852 134 98 962 80 User 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 PHF 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 PHF Volume: 76 1360 75 99 1536 434 321 852 134 98 962 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 76 1360 75 99 1536 434 321 852 134 98 962 80 PCE 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 MLF 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 Final Vol. : 76 1360 75 99 1536 434 321 852 134 98 962 80 ------------ --------------- --------------- --------------- jj--------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.93 0.93 0.92 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 1.73 0.27 2.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 3057 481 3502 3610 1615 , --------------- --------------- •, ! --------------- . t --------------- ------------ ' Capacity Analysis Module: Vol/Sat: 0.04 0.38 0.05 0.05 0.43 0.27 0.09 0.28 0.28 0.03 0.27 0.05 Crit Moves: **** Green/Cycle: 0.08 0.44 0.44 0.08 0.44 0.44 0.10 0.29 0.29 0.08 0.28 0.28 Volume/Cap: 0.51 0.85 0.10 0.66 0.96 0.61 0.96 0.96 0.96 0.34 0.96 0.18 Delay/Veh: 55.4 34.4 19.6 63.6 46.6 26.9 92.2 61.1 61.1 52.6 61.8 33.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 55.4 34.4 19.6 63 .6 46.6 26.9 92.2 61.1 61.1 52.6 61.8 33.1 DesignQueue: 5 56 3 6 64 17 20 43 7 6 50 4 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 14-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #13 Monterey Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.744 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.8 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Ec,und Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- 11 --------------- j Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 1 1 0 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 76 1323 75 99 1537 434 321 840 134 98 962 80 Growth 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 Initial Bse: 76 1323 75 99 1537 434 321 840 134 98 962 80 Added Vol: 0 37 0 0 -1 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 76 1360 75 99 1536 434 321 852 134 98 962 80 User 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 PHF 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 PHF Volume: 76 1360 75 99 1536 434 321 852 134 98 962 80 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 76 1360 75 99 1536 434 321 852 134 98 962 80 PCE 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 MLF 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 Final Vol. : 76 1360 75 99 1536 434 321 852 134 962 80 ------------ j --------------- --------------- jl --------------- ---------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.91 0.85 0.92 0.93 J.93 G 0.95 0.85 Lanes: 1.00 2.84 0.16 1.00 3.00 1.00 2.00 1.73 0.27 2.. 2.00 1.00 Final Sat. : 1805 4877 269 1805 5187 1615 3502 3057 481 3502 3610 1615 H --------------- 1 ! --------------- ; --------------- j Capacity Analysis Module: Vol/Sat: 0.04 0.28 0.28 0.05 0.30 0.27 0.09 0.28 0.28 0.03 0.27 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.33 0.33 0.11 0.33 0.44 0.11 0.31 0.31 0.11 0.31 0.31 Volume/Cap: 0.38 0.84 0.84 0.49 0.89 0.61 0.83 0.89 0.89 0.25 0.85 0.16 Delay/Veh: 38.3 31.8 31.8 39.5 34.8 20.6 52.6 38.8 38.8 36.9 35.4 22.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.3 31.8 31.8 39.5 34.8 20.6 52.6 38.8 38.8 36.9 35.4 22.5 DesignQueue: 3 49 3 4 55 13 15 31 5 4 35 3 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE l 50 AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 12-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #14 Monterey Ave. (NS) / Frank Sinatra Dr. (EW) «#############****######*###*#*###*###########*###########*##################*## Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.786 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 38.3 Optimal Cycle: 120 Level Of Service: D #**####**#*#*###*###**#**##############################################*###*#### Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- H --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 AM Base Vol: 215 1144 63 50 963 203 160 349 359 74 374 90 Growth 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 Initial Bse: 215 1144 63 50 963 203 160 349 359 74 374 90 Added Vol: 0 -32 0 0 0 0 -16 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 215 1112 63 50 963 203 144 349 359 74 374 90 User 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 PHF 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 PHF Volume: 215 1112 63 50 963 203 144 349 359 74 374 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 215 1112 63 50 963 203 144 349 359 74 374 90 PCE 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 MLF 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 Final Vol. : 215 1112 63 50 963 203 144 349 359 74 374 90 ------------ i --------------- H --------------- --------------- ! I --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.93 0.93 0.95 0.88 0.88 0.95 0.92 0.92 Lanes: 1.00 2.00 1.00 1.00 1.65 0.35 1.00 1.00 1.00 1.00 1.61 0.39 Final Sat. : 1805 3610 1615 1805 2904 612 1805 1668 1668 1805 2825 680 ------------ I --------------- --------------- ! --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.12 0.31 0.04 0.03 0.33 0.33 0.08 0.21 0.22 0.04 0.13 0.13 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.47 0.47 0.08 0.41 0.41 0.12 0.26 0.26 0.08 0.23 0.23 Volume/Cap: 0.82 0.66 0.08 0.33 0.82 0.82 0.69 0.79 0.82 0.49 0.57 0.57 Delay/Veh: 67.2 25.4 17.6 53.2 35.4 35.4 60.3 46.0 47.4 55.1 41.8 41.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ad!De1/Veh: 67.2 25.4 17.6 53.2 35.4 35.4 60.3 46.0 47.4 55.1 41.8 41.8 DesignQueue: 13 43 2 3 41 9 9 18 19 5 20 5 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE F51 AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 PaQe 15-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #14 Monterey Ave. (NS) / Frank Sinatra Dr. (EW) ***********#*#************##****#*****##****#**##**#*#******#***####**#*#*#*#*** Cycle (sec) : 90 Critical Vol./Cap. M : 0.588 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 26.3 Optimal Cycle: 90 Level Of Service: C ##*##*#*#***#***********************#************##*#***************#*********#* Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 1I --------------- H --------------- I Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 2 1 0 2 0 2 0 1 1 0 1 1 0 ------------ I --------------- --------------- --------------- j ! --------------- I Volume Module: 2020 AM Base Vol: 215 1144 63 50 963 203 160 349 359 74 374 90 Growth 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 Initial Bse: 215 1144 63 50 963 203 160 349 359 74 374 90 Added Vol: 0 -32 0 0 0 0 -16 0 0 0 0 0 PasserBv_Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 215 1112 63 50 963 203 144 349 359 74 374 90 User 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 PHF 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 PHF Volume: 215 1112 63 50 963 203 144 349 359 74 374 90 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 215 1112 63 50 963 203 144 349 359 74 374 90 PCE 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 MLF 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 Final Vol. : 215 1112 63 50 963 203 144 349 359 74 374 90 ------------ j --------------- --------------- ji --------------- i , --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 0.89 0.89 0.92 0.95 0.85 0.95 0.92 0.92 Lanes: 2.00 2.00 1.00 1.00 2.48 0.52 2.00 2.00 1.00 1.00 1.61 0.39 Final Sat. : 3502 3610 1615 1805 4173 880 3502 3610 1615 1805 2825 680 ------------ --------------- I ! --------------- ! ' --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.31 0.04 0.03 0.23 0.23 0.04 0.10 0.22 0.04 0.13 0.13 Crit Moves: **** **** **** **#* Green/Cycle: 0.11 0.42 0.42 0.11 0.42 0.42 0.11 0.22 0.33 0.11 0.22 0.22 Volume/Cap: 0.55 0.73 0.09 0.25 0.55 0.55 0.37 0.44 0.67 0.37 0.60 0.60 Delay/Veh: 39.6 23.5 15.7 37.2 19.8 19.8 37.7 30.5 28.9 38.2 32.6 32.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.6 23.5 15.7 37.2 19.8 19.8 37.7 30.5 28.9 38.2 32.6 32.6 DesignQueue: 10 35 2 2 29 6 6 14 13 3 15 4 *****#******#**#*#***###***********#********#*#********************#****#****#** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS. IRVINE PM (2C20+P1) Wed Jul 24, 2002 14:37:15 Page 12-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ++++«+++++«+++++++++++++«+++++++++««««+«+++++++«++«++++«+++++««+«+«+++++««+++«++ Intersection #14 Monterey Ave. (NS) / Frank Sinatra Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.135 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 105.9 Optimal Cycle: 120 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 1I --------------- j Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 --------------- ll --------------- Volume Module: 2020 PM Base Vol: 348 1132 70 105 1339 247 251 841 351 62 690 100 Growth 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 Initial Bse: 348 1132 70 105 1339 247 251 841 351 62 690 100 Added Vol: 0 25 0 0 -1 0 12 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 348 1157 70 105 1338 247 263 841 351 62 690 100 User 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 PHF 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 PHF Volume: 348 1157 70 105 1338 247 263 841 351 62 690 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 348 1157 70 105 1338 247 263 841 351 62 690 100 PCE 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 MLF 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 Final Vol. : 348 1157 70 105 1338 247 263 841 351 62 690 100 ------------ --------------- --------------- II --------------- � ---------------I I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.93 0.93 0.95 0.91 0.91 0.95 0.93 0.93 Lanes: 1.00 2.00 1.00 1.00 1.69 0.31 1.00 1.41 0.59 1.00 1.75 0.25 Final Sat. : 1805 3610 1615 1805 2977 550 1805 2435 1016 1805 3093 448 ------------ ; ---------------I --------------- jl --------------- II --------------- � Capacity Analysis Module: Vol/Sat: 0.19 0.32 0.04 0.06 0.45 0.45 0.15 0.35 0.35 0.03 0.22 0.22 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.45 0.45 0.08 0.37 0.37 0.15 0.29 0.29 0.08 0.22 0.22 Volume/Cap: 1.21 0.72 0.10 0.70 1.21 1.21 1.00 1.21 1.21 0.41 1.00 1.00 De'_ay/Veh: 172.5 28.5 19.2 67.0 139 139.2 106.6 147 146.6 54.0 78.5 78.5 User De1Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 172.5 28.5 19.2 67.0 139 139.2 106.6 147 146.6 54.0 78.5 78.5 DesignQueue: 20 46 3 7 63 12 16 44 18 4 38 5 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 15-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #14 Monterey Ave. (NS) / Frank Sinatra Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.745 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.7 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- II--------------- ---------------I Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 2 1 0 2 0 2 0 1 1 0 1 1 0 ------------ I --------------- II --------------- --------------- II ---------------I Volume Module: 2020 PM Base Vol: 348 1132 70 105 1339 247 251 841 351 62 690 100 Growth 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 Initial Bse: 348 1132 70 105 1339 247 251 841 351 62 690 100 Added Vol: 0 25 0 0 -1 0 12 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 348 1157 70 105 1338 247 263 841 351 62 690 100 User 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 PHF 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 PHF Volume: 348 1157 70 105 1338 247 263 841 351 62 690 100 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 348 1157 70 105 1338 247 263 841 351 62 690 100 PCE 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 MLF 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 Final Vol. : 348 1157 70 105 1338 247 263 841 351 62 690 100 ------------ ' --------------- i --------------- jl --------------- ij --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 0.89 0.89 0.92 0.95 0.85 0.95 0.93 0.93 Lanes: 2.00 2.00 1.00 1.00 2.53 0.47 2.00 2.00 1.00 1.00 1.75 0.25 Final Sat. : 3502 3610 1615 1805 4278 790 3502 3610 1615 1805 3093 448 ------------ --------------- --------------- II --------------- ; i --------------- I Capacity Analysis Module: Vol/Sat: 0.10 0.32 0.04 0.06 0.31 0.31 0.08 0.23 0.22 0.03 0.22 0.22 Crlt Moves: **** **** **** *** Green/Cycle: 0.11 0.37 0.37 0.11 0.37 0.37 0.11 0.27 0.38 0.11 0.27 0.27 Volume/Cap: 0.89 0.86 0.12 0.52 0.84 0.84 0.68 0.86 0.57 0.31 0.82 0.82 Delay/Veh: 61.7 31.8 18.6 40.3 29.2 29.2 43.1 38.9 23.2 37.7 36.5 36.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.7 31.8 18.6 40.3 29.2 29.2 43.1 38.9 23.2 37.7 36.5 36.5 DesignQueue: 16 39 2 5 45 8 12 33 11 3 27 4 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 16-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #15 Proj . Dwy. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.255 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 12.1 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- H --------------- 11 --------------- 11 --------------- j Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 20 0 0 0 0 15 15 10 15 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 ------------ ; --------------- II --------------- --------------- --------------- j Volume Module: 2020 AM Base Vol: 40 0 79 0 0 0 0 440 123 123 677 0 Growth 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 Initial Bse: 40 0 79 0 0 0 0 440 123 123 677 0 Added Vol: 0 0 0 0 0 0 0 -16 -32 -32 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 40 0 79 0 0 0 0 424 91 91 677 0 User 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 PHF Ad4 : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 40 0 79 0 0 0 0 424 91 91 677 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 0 79 0 0 0 0 424 91 91 677 0 PCE 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 MLF 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 Final Vol. : 40 0 79 0 0 0 0 424 91 91 677 0 ------------ ---------------f ; --------------- --------------- ;' j --------------- ! Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 1611 0 1615 0 0 0 0 3610 1615 1805 3610 0 ------------ I --------------- Ij --------------- ij --------------- j --------------- j Capacity Analysis Module: Vol/Sat: 0.02 0.00 0.05 0.00 0.00 0.00 0.00 0.12 0.06 0.05 0.19 0.00 Crit Moves: **** **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.35 0.35 0.17 0.52 0.00 Volume/Cap: 0.07 0.00 0.15 0.00 0.00 0.00 0.00 0.34 0.16 0.30 0.36 0.00 Delay/Veh: 13.7 0.0 14.1 0.0 0.0 0.0 0.0 14.5 13.6 22.5 8.7 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13 .7 0.0 14.1 0.0 0.0 0.0 0.0 14.5 13.6 22.5 8.7 0.0 DesignQueue: 1 0 2 0 0 0 0 9 2 3 11 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 16-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 415 Proj . Dwy. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.424 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 13.5 Optimal Cycle: 60 Level Of Service: _ Approach: North Bound South Bound East Bound West Bc_ .d Movement: L - T - R L - T - R L - T - R L - T - R ------------ i --------------- 11 --------------- ! j --------------- -------------- Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 20 0 0 0 0 15 15 10 15 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 75 0 150 0 0 0 0 658 124 124 845 0 Growth 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 Initial Bse: 75 0 150 0 0 0 0 658 124 124 845 0 - Added Vol: 0 0 -1 0 0 0 0 12 25 25 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 75 0 149 0 0 0 0 670 149 149 845 0 User 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 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 PHF Volume: 75 0 149 0 0 0 0 670 149 149 845 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 0 149 0 0 0 0 670 149 149 845 0 PCE 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 MLF 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 Final Vol. : 75 0 149 0 0 0 0 670 149 149 845 0 ------------ j --------------- jj --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.81 1.00 0.85 1.00 1.00 1.00 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 1545 0 1615 0 0 0 0 3610 1615 1805 3610 0 ------------ --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.05 0.00 0.09 0.00 0.00 0.00 0.00 0.19 0.09 0.08 0.23 0.00 Crit Moves: **** **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.35 0.35 0.17 0.52 0.00 Volume/Cap: 0.15 0.00 0.28 0.00 0.00 0.00 0.00 0.53 0.26 0.50 0.45 0.00 Delay/Veh: 14.1 0.0 15.0 0.0 0.0 0.0 0.0 16.0 14.2 24.0 9.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.1 0.0 15.0 0.0 0.0 0.0 0.0 16.0 14.2 24.0 9.3 0.0 DesignQueue: 2 0 3 0 0 0 0 15 3 4 14 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE I ✓v AM 1,2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 17-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) #*###**##*###****#*****####*#****##*#********#*####**#***#***#**##****#********* Intersection #16 Dinah Shore Dr. (NS) / 35th Ave. (EW) Cycle (sec) : 85 Critical Vol./Cap. (X) : 0.639 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 22.6 Optimal Cycle: 85 Level Of Service: C ****#*******#********#*#*#****#****#*****#**#***##*****#*#**##****#***#*###***#* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ; --------------- jj --------------- jj --------------- H --------------- Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 15 0 0 15 15 20 0 20 0 0 0 Lanes; 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------ ; ---------------! j--------------- jj --------------- II---------------j Volume Module: 2020 AM Base Vol: 569 371 0 0 296 30 40 0 295 0 0 0 Growth 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 Initial Bse: 569 371 0 0 296 30 40 0 295 0 0 0 Added Vol: -32 -64 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 537 307 0 0 296 30 40 0 295 0 0 0 User 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 PHF 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 PHF Volume: 537 307 0 0 296 30 40 0 295 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 537 307 0 0 296 30 40 0 295 0 0 0 PCE 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 MLF 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 Final Vol. : 537 307 0 0 296 30 40 0 295 0 0 0 ------------ --------------- H --------------- j , --------------- ji --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.94 0.94 0.83 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 1.82 0.18 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3232 328 1585 0 1615 0 0 0 ------------ --------------- --------------- --------------- H --------------- Capacity Analysis Module: Vol/Sat: 0.30 0.09 0.00 0.00 0.09 0.09 0.03 0.00 0.18 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.44 0.62 0.00 0.00 0.18 0.18 0.27 0.00 0.27 0.00 0.00 0.00 Volume/Cap: 0.67 0.14 0.00 0.00 0.52 0.52 0.09 0.00 0.67 0.00 0.00 0.00 Deld i'Jeh: 20.9 6.7 0.0 0.0 32.5 32.5 23.1 0.0 31.4 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.9 6.7 0.0 0.0 32.5 32.5 23.1 0.0 31.4 0.0 0.0 0.0 DesignQueue: 15 6 0 0 12 1 1 0 11 0 0 0 ***************************#***********#***#***#*********#************##******** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PSI PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 17-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ***#*##*#******##****#*#******#*****#********#***##*#*****##****#********#***#** Intersection #16 Dinah Shore Dr. (NS) / 35th Ave. (EW) ******#**###*##***#**##***##**************#*********#***#*****##*##*#****#*#**** Cycle (sec) : 85 Critical Vol./Cap. W : 0.867 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 34.1 Optimal Cycle: 85 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ! --------------- i1 --------------- I ! --------------- 11 --------------- � Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 15 0 0 15 15 20 0 20 0 0 0 Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 523 344 0 0 414 60 70 0 548 0 0 0 Growth 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 Initial Bse: 523 344 0 0 414 60 70 0 548 0 0 0 Added Vol: 25 49 0 0 -2 0 0 0 -1 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 548 393 0 0 412 60 70 0 547 0 0 0 User 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 PHF 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 PHF Volume: 548 393 0 0 412 60 70 0 547 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 548 393 0 0 412 60 70 0 547 0 0 0 PCE 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 MLF 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 Final Vol. : 548 393 0 0 412 60 70 0 547 0 0 0 ------------ --------------- H --------------- 11 --------------- H --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.93 0.93 0.81 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 1.75 0.25 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3091 450 1541 0 1615 0 0 0 ------------ I --------------- i I --------------- ! Capacity Analysis Module: Vol/Sat:. 0.30 0.11 0.00 0.00 0.13 0.13 0.05 0.00 0.34 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.34 0.52 0.00 0.00 0.18 0.18 0.38 0.00 0.38 0.00 0.00 0.00 Volume/Cap: 0.90 0.21 0.00 0.00 0.76 0.76 0.12 0.00 0.90 0.00 0.00 0.00 Delay/Veh: 42.3 11.2 0.0 0.0 38.5 38.5 17.3 0.0 40.5 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjOel/Veh: 42.3 11.2 0.0 0.0 38.5 38.5 17.3 0.0 40.5 0.0 0.0 0.0 DesignQueue: 19 9 0 0 17 2 2 0 17 0 0 0 ****#*************#**********#*************#*********##********#**************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE J� AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 24-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #54 Portola Ave. (NS) / Varner Rd. (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.621 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 26.7 Optimal Cycle: 60 Level Of Service: C e,t**,t*►**+r**********,t*****ir*******tr***tr**********tr****tr***ir**,t*,t*******+tir****i.*ir Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- ! 1 --------------- I1 --------------- 1 Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 10 20 20 10 20 20 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0 ------------ --------------- ! --------------- ! 1 --------------- ! 1 --------------- 1 Volume Module: 2020 AM Base Vol: 403 118 322 32 133 34 23 189 140 180 404 19 Growth 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 Initial Bse: 403 118 322 32 133 34 23 169 140 180 404 19 Added Vol: 0 0 0 0 0 0 0 0 -16 -16 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 403 118 322 32 133 34 23 189 124 164 404 19 User 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 PHF 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 PHF Volume: 403 118 322 32 133 34 23 189 124 164 404 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 403 118 322 32 133 34 23 189 124 164 404 19 PCE 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 MLF 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 Final Vol. : 403 118 322 32 133 34 23 189 124 164 404 19 ------------ 1 --------------- ! 1--------------- ! 1 --------------- I ! --------------- ! Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.62 0.89 0.89 0.27 0.97 0.97 0.95 0.89 0.89 0.95 0.94 0.94 Lanes: 1.00 0.27 0.73 1.00 0.80 0.20 1.00 1.21 0.79 1.00 1.91 0.09 Final Sat. : 1169 453 1238 521 1466 375 1605 2051 1346 1805 3424 161 ------------ - --------------- 11 --------------- ii --------------- --------------- ! Capacity Analysis Module: Vol/Sat: 0.34 0.26 0.26 0.06 0.09 0.09 0.01 0.09 0.09 0.09 0.12 0.12 Crit Moves: **** **** **** Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.17 0.33 0.33 0.17 0.33 0.33 Volume/Cap: 0.99 0.74 0.74 0.18 0.26 0.26 0.08 0.28 0.28 0.55 0.35 0.35 Delay/Veh: 59.8 22.2 22.2 14.0 14.2 14.2 21.2 14.8 14.8 25.0 15.3 15.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 59.8 22.2 22.2 14.0 14 .2 14.2 21.2 14.8 14.8 25.0 15.3 15.3 DesignQueue: 9 3 7 i 3 - 4 3 5 9 0 TrafflX 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 24-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ww*w**ww***wwwwwwwwwwwwwwwwwwwwwwwwwtwwwwwwwwwwwwwwwwww*wwwwwwwwwwwwwwwww+wwwwww Intersection #54 Portola Ave. (NS) / Varner Rd. (EW) wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww*+*********w*wwwwwwwwwwwwwwwwww Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.685 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 24.2 Optimal Cycle: 60 Level Of Service: C wwwwwwwwwwwwww************************ww**w**wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- 11 --------------- I Control: Permitted Permitted Protected Protected Rights: Include Include Include Include Min. Green: 20 20 20 20 20 20 10 20 20 10 20 20 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 1 1 0 1 0 1 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 262 173 384 39 156 31 45 287 219 172 212 34 Growth 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 Initial Bse: 262 173 384 39 156 31 45 287 219 172 212 34 Added Vol: 0 0 0 0 0 0 0 0 12 12 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 262 173 384 39 156 31 45 287 231 184 212 34 User 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 PHF 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 PHF Volume: 262 173 384 39 156 31 45 287 231 184 212 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 262 173 384 39 156 31 45 287 231 184 212 34 PCE 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 MLF 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 Final Vol. : 262 173 384 39 156 31 45 287 231 184 212 34 ------------ ' --------------- � --------------- , ' --------------- i --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.59 0.90 0.90 0.19 0.98 0.98 0.95 0.89 0.89 0.95 0.93 0.93 Lanes: 1.00 0.31 0.69 1.00 0.83 0.17 1.00 1.11 0.89 1.00 1.72 0.28 Final Sat. : 1115 529 1175 361 1545 307 1805 1866 1502 1805 3046 488 ------------ I --------------- H --------------- H --------------- 1 ! -------------- Capacity Analysis Module: Vol/Sat: 0.23 0.33 0.33 0.11 0.10 0.10 0.02 0.15 0.15 0.10 0.07 0.07 Crit Moves: Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.17 0.33 0.33 0.17 0.33 0.33 Volume/Cap: 0.67 0.93 0.93 0.31 0.29 0.29 0.15 0.46 0.46 0.61 0.21 0.21 Delay/Veh: 21.1 40.7 40.7 15.6 14.3 14.3 21.6 16.1 16.1 26.9 14.4 14.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.1 40.7 40.7 15.6 14.3 14.3 21.6 16.1 16.1 26.9 14.4 14.4 DesignQueue: 6 4 9 1 3 1 1 7 5 5 5 1 wwwwwwwwwwwwwwwwww,r,rwwwwwwww,r+wwxwwww,r,rwwwwwwwwww,rwwwwwwwwwwwwwwwwwwwwwwwwwwwwww Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PW AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 25-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #64 Portola Ave. (NS) / I-10 WS Ramps (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.654 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 19.2 Optimal Cycle: 70 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- II --------------- Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 15 0 0 15 15 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 1 1 0 0 0 0 0 0 2 0 0 0 1 ------------ --------------- --------------- --------------- I, � --------------- � Volume Module: 2020 AM Base Vol: 262 516 0 0 294 59 0 0 0 767 0 326 Growth 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 Initial Bse: 262 516 0 0 294 59 0 0 0 767 0 326 Added Vol: 0 0 0 0 -32 0 0 0 0 -16 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 262 516 0 0 262 59 0 0 0 751 0 326 User 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 PHF 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 PHF Volume: 262 516 0 0 262 59 0 0 0 751 0 326 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 262 516 0 0 262 59 0 0 0 751 0 326 PCE 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 MLF 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 Final Vol. : 262 516 0 0 262 59 0 0 0 751 0 326 ------------ ' --------------- --------------- --------------- " ------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.92 0.92 1.00 1.00 1.00 0.59 1.00 0.85 Lanes: 1.00 2.00 0.00 0.00 1.63 0.37 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat. : 1805 3610 0 0 2864 645 0 0 0 2256 0 1615 ------------ I --------------- --------------- , --------------- li --------------- Capacity Analysis Module: Vol/Sat: 0.15 0.14 0.00 0.00 0.09 0.09 0.00 0.00 0.00 0.33 0.00 0.20 Crit Moves: **** **** **** Green/Cycle: 0.20 0.41 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.46 0.00 0.46 Volume/Cap: 0.73 0.35 0.00 0.00 0.43 0.43 0.00 0.00 0.00 0.73 0.00 0.44 Delay/Veh: 33 .6 14.2 0.0 0.0 24.2 24.2 0.0 0.0 0.0 18.1 0.0 13.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.6 14.2 0.0 0.0 24.2 24.2 0.0 0.0 0.0 18.1 0.0 13.3 DesignQueue: 8 12 0 0 8 2 0 0 0 17 0 7 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE T "' PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 25-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #64 Portola Ave. (NS) / I-10 WB Ramps (EW) Cycle (sec) : 70 Critical Vol./Cap. (X) : 0.817 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 24.1 Optimal Cycle: 70 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- jj --------------- h --------------- 11 --------------- � Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 15 0 0 15 15 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 1 1 0 0 0 0 0 0 2 0 0 0 1 ------------ I --------------- --------------- --------------- 11 --------------- � Volume Module: 2020 PM Base Vol: 345 555 0 0 426 120 0 0 0 794 0 263 Growth Adj : 1 ." 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . 1.00 1.00 1.00 Initial Bse: 345 555 0 0 428 120 0 0 0 794 0 263 Added Vol: 0 -1 0 0 25 0 0 0 0 12 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 345 554 0 0 453 120 0 0 0 806 0 263 User 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 PHF 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 PHF Volume: 345 554 0 0 453 120 0 0 0 806 0 263 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 345 554 0 0 453 120 0 0 0 806 0 263 PCE 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 MLF 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 Final Vol. : 345 554 0 0 453 120 0 0 0 806 0 263 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.92 0.92 1.00 1.00 1.00 0.59 1.00 0.8 Lanes: 1.00 2.00 0.00 0.00 1.58 0.42 0.00 0.00 0.00 2.00 0.00 1.0;: Final Sat. : 1805 3610 0 0 2766 733 0 0 0 2260 0 161= Capacity Analysis Module: Vol/Sat: 0.19 0.15 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.36 0.00 0.16 Crlt Moves: **** **** **** Green/Cycle: 0.23 0.44 0.00 0.00 0.21 0.21 0.00 0.'_0 0.00 0.43 0.00 0.43 Volume/Cap: 0.83 0.35 0.00 0.00 0.76 0.76 0.00 0.00 0.00 0.84 0.00 0.38 Delay/Veh: 38.8 12.9 0.0 0.0 30.5 30.5 0.0 0.0 0.0 24.3 0.0 14.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.8 12.9 0.0 0.0 30.5 30.5 0.0 0.0 0.0 24.3 0.0 14.1 DesignQueue: 11 12 0 0 14 4 0 0 0 19 0 6 Traf-_n 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 26-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #65 Portola Ave. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.567 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 11.5 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ i --------------- 11 --------------- II --------------- --------------- � Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 1 1 0 1 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------ j --------------- --------------- --------------- --------------- � Volume Module: 2020 AM Base Vol: 0 634 472 73 888 0 144 0 185 0 0 0 Growth 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 Initial Bse: 0 634 472 73 888 0 144 0 185 0 0 0 Added Vol: 0 0 0 0 -48 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 634 472 73 840 0 144 0 185 0 0 0 User 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 PHF 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 PHF Volume: 0 634 472 73 840 0 144 0 185 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 634 472 73 840 0 144 0 185 0 0 0 PCE 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 MLF 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 Final Vol. : 0 634 472 73 840 0 144 0 185 0 0 0 ------------ I --------------- --------------- --------------- ! ; -------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.95 0.95 1.00 0.77 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 1.15 0.85 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 0 1937 1442 1805 3610 0 1461 0 1615 0 0 0 ------------ i --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.33 0.33 0.04 0.23 0.00 0.10 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.51 0.51 0.17 0.67 0.00 0.18 0.00 0.18 0.00 0.00 0.00 Volume/Cap: 0.00 0.65 0.65 0.24 0.35 0.00 0.56 0.00 0.65 0.00 0.00 0.00 Delay/Veh: 0.0 11.7 11.7 22.1 4.3 0.0 25.2 0.0 28.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 11.7 11.7 22.1 4.3 0.0 25.2 0.0 28.0 0.0 0.0 0.0 DesignQueue: 0 11 8 2 10 0 4 0 5 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 1X� PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 26-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #65 Portola Ave. (NS) / I-10 EB Ramps (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.697 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 14.4 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ji ---------------11 --------------- H --------------- � Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 1 1 0 1 0 2 0 0 1 0 0 0 1 0 0 0 0 0 ------------ j --------------- --------------- --------------- --------------- Volume Module: 2020 PM Base Vol: 0 717 383 173 1049 0 183 0 283 0 0 0 Growth 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 Initial Bse: 0 717 383 173 1049 0 183 0 283 0 0 0 Added Vol: 0 -1 0 0 37 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 716 383 173 1086 0 183 0 283 0 0 0 User 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 PHF 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 PHF Volume: 0 716 383 173 1086 0 183 0 283 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 716 383 173 1086 0 183 0 283 0 0 0 PCE 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 MLF 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 Final Vol. : 0 716 383 173 1086 0 183 0 283 0 0 0 ------------ ! --------------- --------------- --------------- jl --------------- j Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.90 0.90 0.95 0.95 1.00 0.77 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 1.30 0.70 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 0 2230 1193 1805 3610 0 1461 0 1615 0 0 0 --------------- --------------- ! j --------------- j Capacity Analysis Module: Vol/Sat: 0.00 0.32 0.32 0.10 0.30 0.00 0.13 0.00 0.18 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.44 0.44 0.17 0.61 0.00 0.24 0.00 0.24 0.00 0.00 0.00 Volume/Cap: 0.00 0.73 0.73 0.57 0.49 0.00 0.52 0.00 0.73 0.00 0.00 0.00 Delav/Veh: 0.0 15.6 15.6 25.8 6.7 0.0 21.1 0.0 27.7 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 15.6 15.6 25.8 6.7 0.0 21.1 0.0 27.7 0.0 0.0 0.0 DesignQueue: 0 14 8 5 15 0 5 0 7 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 23-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 423 Portola Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 93 Critical Vol./Cap. (X) : 0.599 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 23.8 Optimal Cycle: 93 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 20 20 20 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 0 1 0 0 1 0 ------------ ! --------------- --------------- ij I, I--------------- „ --------------- Volume Module: 2020 AM Base Vol: 400 892 50 71 609 393 181 34 155 50 42 33 Growth 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 Initial Bse: 400 892 50 71 609 393 181 34 155 50 42 33 Added Vol: -48 0 0 0 0 -48 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 352 892 50 71 609 345 181 34 155 50 42 33 User 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 PHF 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 PHF Volume: 352 892 50 71 609 345 181 34 155 50 42 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 352 892 50 71 609 345 181 34 155 50 42 33 PCE 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 MLF 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 Final Vol. : 352 892 50 71 609 345 181 34 155 50 42 33 ------------ ! --------------- -------------- ----- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.95 0.85 0.71 0.88 0.88 0.49 0.93 0.93 Lanes: 1.00 1.89 0.11 1.00 2.00 1.00 1.00 0.18 0.82 1.00 0.56 0.44 Final Sat. : 1805 3391 190 1805 3610 1615 1345 300 1367 927 994 781 ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.20 0.26 0.26 0.04 0.17 0.21 0.13 0.11 0.11 0.05 0.04 0.04 Crit Moves: **** **** **** Green/Cycle: 0.31 0.55 0.55 0.11 0.34 0.34 0.22 0.22 0.22 0.22 0.22 0.22 Volume/Cap: 0.62 0.48 0.48 0.37 0.49 0.62 0.63 0.53 0.53 0.25 0.20 0.20 Delay/Veh: 29.4 13.1 13.1 39.7 24.5 27.7 37.4 33.8 33.8 30.9 30.2 30.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.4 13 .1 13.1 39.7 24.5 27.7 37.4 33.8 33.8 30.9 30.2 30.2 DesignQueue: 13 22 1 3 22 12 8 1 6 2 2 1 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ?L PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 23-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #23 Portola Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 93 Critical Vol./Cap. (X) : 0.827 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.7 Optimal Cycle: 93 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- jI --------------- Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 20 20 20 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 0 1 0 0 1 0 ------------ --------------- --------------- --------------- 11 --------------- � Volume Module: 2020 PM Base Vol: 303 721 50 70 853 409 333 50 339 50 61 46 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 1.o0 Initial Bse: 303 721 50 70 853 409 333 50 339 50 61 46 Added Vol: 37 0 0 0 0 37 -1 0 -1 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 340 721 50 70 853 446 332 50 338 50 61 46 User 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 PHF 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 PHF Volume: 340 721 50 70 853 446 332 50 338 50 61 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 340 721 50 70 853 446 332 50 338 50 61 46 PCE 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 MLF 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 Final Vol. : 340 721 50 70 853 446 332 50 338 50 61 46 ------------ --------------- --------------- H --------------- Ii --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.95 0.85 0.68 0.87 0.87 0.28 0.94 0.94 Lanes: 1.00 1.87 0.13 1.00 2.00 1.00 1.00 0.13 0.87 1.00 0.57 0.43 Final Sat. : 1805 3342 232 1805 3610 1615 1298 213 1438 530 1014 765 ------------ I --------------- --------------- --------------- --------------- I Capacity Analysis Module: Vol/Sat: 0.19 0.22 0.22 0.04 0.24 0.28 0.26 0.23 0.23 0.09 0.06 0.06 Crit Moves: **** **** **** Green/Cycle: 0.23 0.45 0.45 0.11 0.33 0.33 0.31 0.31 0.31 0.31 0.31 0.31 Volume/Cap: 0.83 0.48 0.48 0.36 0.71 0.83 0.83 0.76 0.76 0.30 0.19 0.19 Delay/Veh: 47.2 17.9 17.9 39.7 29.0 38.7 43.1 35.5 35.5 25.5 23.8 23.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDe1/Veh: 47.2 17.9 17.9 39.7 29.0 38.7 43.1 35.5 35.5 25.5 23.8 23.8 DesignQueue: 14 21 1 3 31 16 12 2 13 2 2 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Fw AM (2020+Pl) Wed Jul 24, 2002, 14:35:35 Page 14-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) *******#*##*#*****##*#**##*####*****************#****«*##**#####*************#** Intersection 417 Portola Ave. (NS) / Gerald Ford Dr. (EW) *****#*********************#*«*****************##«****#*#*******#*#**#*#**#«**** Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.388 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 72.1 Optimal Cycle: 0 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- 11 --------------- 11 --------------- I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ ; --------------- ; --------------- 11--------------- 11 --------------- i Volume Module: 2020 AM Base Vol: 170 534 18 190 262 423 559 379 153 10 302 205 Growth 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 Initial Bse: 170 534 18 190 262 423 559 379 153 10 302 205 Added Vol: -16 -16 0 0 0 0 0 0 0 0 -16 -32 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 154 518 18 190 262 423 559 379 153 10 286 173 User 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 PHF 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 PHF Volume: 154 518 18 190 262 423 559 379 153 10 286 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 154 518 18 190 262 423 559 379 153 10 286 173 PCE 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 MLF 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 Final Vol. : 154 518 18 190 262 423 559 379 153 10 286 173 ------------ I --------------- --------------- j ! --------------- ! i --------------- � Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 553 576 304 276 575 305 568 591 314 549 570 302 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.28 0.90 0.06 0.69 0.46 1.39 0.98 0.64 0.49 0.02 0.50 0.57 Crit Moves: **** **** **** **** Delay/Veh: 20.6 67.3 15.2 39.9 25.2 223.2 86.8 34.3 24.6 16.1 27.4 29.5 Delay 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 AdjDel/Veh: 20.6 67.3 15.2 39.9 25.2 223.2 86.8 34.3 24.6 16.1 27.4 29.5 LOS by Move: C F C E D F F D C C D D ApproachDel: 55.6 124.1 59.8 27.9 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 55.6 124.1 59.8 27.9 LOS by Appr: F F F D Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE u1 AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 18-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #17 Portola Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.661 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.9 Optimal Cycle: 90 Level Of Service: C **********#*#**#********#**#**********#*#************************#************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 1j --------------- H --------------- I1 --------------- I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ i ---------------ji ---------------jj--------------- jj ---------------j Volume Module: 2020 AM Base Vol: 170 534 18 190 262 423 559 379 153 10 302 205 Growth 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 Initial Bse: 170 534 18 190 262 423 559 379 153 10 302 205 Added Vol: -16 -16 0 0 0 0 0 0 0 0 -16 -32 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 154 518 18 190 262 423 559 379 153 10 286 173 User 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 PHF 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 PHF Volume: 154 518 18 190 262 423 559 379 153 10 286 173 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 154 518 18 190 262 423 559 379 153 10 286 173 PCE 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 MLF 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 Final Vol. : 154 518 18 190 262 423 559 379 153 10 286 173 ------------ ! --------------- --------------- --------------- --------------- j Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 1805 3610 1615 3502 3610 1615 3502 3610 1615 ------------ i ---------------jj --------------- ! --------------- ! ; --------------- ! Capacity Analysis Module: Vol/Sat: 0.04 0.14 0.01 0.11 0.07 0.26 0.16 0.10 0.09 0.00 0.08 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.29 0.29 0.15 0.33 0.33 0.20 0.28 0.28 0.14 0.22 0.22 Volume/Cap: 0.40 0.49 0.04 0.71 0.22 0.79 0.79 0.37 0.34 0.02 0.36 0.48 Delay/Veh: 37.9 26.5 22.7 45.4 21.8 35.1 40.1 26.1 26.0 33.3 29.8 31.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.9 26.5 22.7 45.4 21.8 35.1 40.1 26.1 26.0 33.3 29.8 31.5 DesignQueue: 7 19 1 8 9 15 23 14 6 0 11 7 ******************#*********#***************##**#******#******#****************# Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 14-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) Intersection #17 Portola Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.635 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 102.3 Optimal Cycle: 0 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 199 540 25 234 576 492 337 563 219 41 560 159 Growth 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 Initial Bse: 199 540 25 234 576 492 337 563 219 41 560 159 Added Vol: 12 12 0 -1 0 0 0 0 0 0 12 25 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 211 552 25 233 576 492 337 563 219 41 572 184 User 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 PHF 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 PHF Volume: 211 552 25 233 576 492 337 563 219 41 572 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 552 25 233 576 492 337 563 219 41 572 184 PCE 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 MLF 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 Final Vol. : 211 552 25 233 576 492 337 563 219 41 572 184 ------------ ; --------------- --------------- --------------- jl --------------- � Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 548 569 301 274 570 301 548 569 301 548 569 301 ------------ ! --------------- --------------- --------------- Ij --------------- I Capacity Analysis Module: Vol/Sat: 0.39 0.97 0.08 0.85 1.01 1.64 0.62 0.99 0.73 0.07 1.00 0.61 Crit Moves: Delay/Veh: 23 .8 83.0 15.7 60.7 93 .6 327.1 34.8 87.9 40.9 16.9 92.1 31.7 Delay 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 AdjDel/Veh: 23.8 83.0 15.7 60.7 93.8 327.1 34.8 87.9 40.9 16.9 92.1 31.7 LOS by Move: C F C F F F D F E C F D ApproachDel: 65.0 176.1 62.7 74.3 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 65.0 176.1 62.7 74.3 LOS by Appr: F F F F Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE pl PM (2020+P1) imp Thu Jul 25, 2002 16 :40:48 Page 18-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements ------------------------------------------------------------------------- ------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #17 Portola Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. W : 0.715 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.9 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ ! --------------- jl --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 199 540 25 234 576 492 337 563 219 41 560 159 Growth 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 Initial Bse: 199 540 25 234 576 492 337 563 219 41 560 159 Added Vol: 12 12 0 -1 0 0 0 0 0 0 12 25 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 211 552 25 233 576 492 337 563 219 41 572 184 User 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 PHF 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 PHF Volume: 211 552 25 233 576 492 337 563 219 41 572 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 211 552 25 233 576 492 337 563 219 41 572 184 PCE 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 MLF 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 Final Vol. : 211 552 25 233 576 492 337 563 219 41 572 184 ------------ --------------- --------------- --------------- H --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 1805 3610 1615 3502 3610 1615 3502 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.15 0.02 0.13 0.16 0.30 0.10 0.16 0.14 0.01 0.16 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.22 0.22 0.29 0.41 0.41 0.13 0.23 0.23 0.12 0.22 0.22 Volume/Cap: 0.54 0.69 0.07 0.44 0.39 0.75 0.75 0.67 0.58 0.10 0.71 0.51 Delay/Veh: 39.4 34.7 27.7 26.3 19.1 27.8 44.9 33.4 32.9 35.6 35.4 32.0 User DelAdi : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.4 34.7 27.7 26.3 19.1 27.6 44.9 33.4 32.9 35.6 35.4 32.0 DesignQueue: 10 22 1 8 18 16 15 22 9 2 23 7 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V,0 AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 15-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 418 Cook Street (NS) / I-10 Fwy. WB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. W : 0.320 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 8.6 Optimal Cycle: 120 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ i --------------- --------------- --------------- --------------- � Control: Permitted Permitted Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 15 15 0 15 15 0 0 0 0 0 0 Lanes: 0 0 2 0 1 0 0 2 1 0 0 0 0 0 0 1 0 0 0 1 ------------ I --------------- --------------- --------------- --------------- Volume Module: 2020 AM Base Vol: 0 693 306 0 604 381 0 0 0 103 0 64 Growth 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 Initial Bse: 0 693 306 0 604 381 0 0 0 103 0 64 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 693 306 0 604 381 0 0 0 103 0 64 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 693 0 0 604 381 0 0 0 103 0 64 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 693 0 0 604 381 0 0 0 103 0 64 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 693 0 0 604 381 0 0 0 103 0 64 ------------ I --------------- --------------- jl --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 1.00 1.00 0.86 0.86 1.00 1.00 1.00 0.77 1.00 0.85 Lanes: 0.00 2.00 1.00 0.00 2.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1900 0 3257 1629 0 0 0 1461 0 1615 ------------ , --------------- ; --------------- ! --------------- II --------------- I Capacity Analysis Module: Vol/Sat: 0.00 0.19 0.00 0.00 0.19 0.23 0.00 0.00 0.00 0.07 0.00 0.04 Crit Moves: Green/Cycle: 0.00 0.73 0.00 0.00 0.73 0.73 0.00 0.00 0.00 0.22 0.00 0.22 Volume/Cap: 0.00 0.26 0.00 0.00 0.25 0.32 0.00 0.00 0.00 0.32 0.00 0.18 Delay/Veh: 0.0 5.5 0.0 0.0 5.4 5.8 0.0 0.0 0.0 39.9 0.0 38.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 5.5 0.0 0.0 5.4 5.6 0.0 0.0 0.0 39.9 0.0 38.3 DesignQueue: 0 13 0 0 11 7 0 0 0 5 0 3 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE V1I PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 15-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) #######*##############*##*#####**######****#####*##*#######*#*###*###*####*##### Intersection 418 Cook Street (NS) / I-10 Fwy. WB Ramps (EW) #*#########**##*####**########*######*##*#***#####***#######*#####*##*#**####*## Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.393 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 18.4 Optimal Cycle: 120 Level Of Service: B *##*#########*########*############*#*##########*###*#####**#######*#*#*#**##### Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ! --------------- 11 --------------- ! I --------------- --------------- ! Control: Permitted Permitted Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 15 15 0 15 15 0 0 0 0 0 0 Lanes: 0 0 2 0 1 0 0 2 1 0 0 0 0 0 0 1 0 0 0 1 ------------ I --------------- j ! --------------- ! --------------- --------------- I Volume Module: 2020 PM Base Vol: 0 738 456 0 956 46 0 0 0 247 0 126 Growth 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 Initial Bse: 0 738 456 0 956 46 0 0 0 247 0 126 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 738 456 0 956 46 0 0 0 247 0 126 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 738 0 0 956 46 0 0 0 247 0 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 738 0 0 956 46 0 0 0 247 0 126 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 738 0 0 956 46 0 0 0 247 0 126 ------------ --------------- --------------- ! ! --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 1.00 1.00 0.90 0.90 1.00 1.00 1.00 0.77 1.00 0.85 Lanes: 0.00 2.00 1.00 0.00 2.86 0.14 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1900 0 4914 236 0 0 0 1461 0 1615 ------------ ! --------------- --------------- --------------- --------------- ! Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.00 0.00 0.19 0.19 0.00 0.00 0.00 0.17 0.00 0.08 Crit Moves: **** **** Green/Cycle: 0.00 0.52 0.00 0.00 0.52 0.52 0.00 0.00 0.00 0.43 0.00 0.43 Volume/Cap: 0.00 0.39 0.00 0.00 0.37 0.37 0.00 0.00 0.00 0.39 0.00 0.18 Delay/Veh: 0.0 17.5 0.0 0.0 17.3 17.3 0.0 0.0 0.0 23.9 0.0 21.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.5 0.0 0.0 17.3 17.3 0.0 0.0 0.0 23.9 0.0 21.3 DesignQueue: 0 25 0 0 32 2 0 0 0 10 0 5 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �1� AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 16-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #19 Cook St. (NS) / I-10 Fwy. EB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. W : 0.577 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 25.1 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- --------------- --------------- � Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes- 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ j--------------- H --------------- --------------- j --------------- � Volume Module: 2020 AM Base Vol: 0 1120 212 130 577 0 24 0 600 0 0 0 Growth 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 Initial Bse: 0 1120 212 130 577 0 24 0 600 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1120 212 130 577 0 24 0 600 0 0 0 User 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 PHF 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 PHF Volume: 0 1120 212 130 577 0 24 0 600 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1120 212 130 577 0 24 0 600 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1120 212 130 577 0 24 0 600 0 0 0 ------------ i --------------- --------------- --------------- j --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.95 0.91 1.00 0.81 1.00 0.81 1.00 1.00 1.00 Lanes: 0.00 2.52 0.48 1.00 3.00 0.00 1.04 0.00 1.96 0.00 0.00 0.00 Final Sat. : 0 4257 806 1805 5187 0 1598 0 3018 0 0 0 ------------ ' --------------- --------------- --------------- --------------- � Capacity Analysis Module. Vol/Sat: 0.00 0.26 0.26 0.07 0.11 0.00 0.02 0.00 0.20 0.00 0.00 0.00 Crit Moves: Green/Cycle: 0.00 0.46 0.46 0.12 0.58 0.00 0.34 0.00 0.34 0.00 0.00 0.00 Volume/Cap: 0.00 0.58 0.58 0.58 0.19 0.00 0.04 0.00 0.58 0.00 0.00 0.00 Delay/Veh: 0.0 24.5 24.5 53.2 11.9 0.0 26.2 0.0 32.9 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 0.0 24.5 24.5 53.2 11.9 0.0 26.2 0.0 32.9 0.0 0.0 0.0 DesignQueue: 0 43 8 8 17 0 1 0 27 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 16-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) *xx*x*******x*********x**x*******x***xx*x****x**x*x**********x*****x******x**x** Intersection #19 Cook St. (NS) / I-10 Fwy. EB Ramps (EW) xx***x*********x*********x**x**x**x*x****xxxx********xx*x**xx*x*xx****x****x*x** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.631 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 25.4 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: 2020 PM Base Vol: 0 1083 306 117 1066 0 17 0 737 0 0 0 Growth 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 Initial Bse: 0 1083 306 117 1066 0 17 0 737 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1083 306 117 1066 0 17 0 737 0 0 0 User 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 PHF 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 PHF Volume: 0 1083 306 117 1066 0 17 0 737 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1083 306 117 1066 0 17 . 0 737 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1083 306 117 1066 0 17 0 737 0 0 0 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 0.81 1.00 0.81 1.00 1.00 1 .00 Lanes: 0.00 2.34 0.66 1.00 3.00 0.00 1.02 0.00 1.98 0.00 0.00 0.00 Final Sat. : 0 3911 1105 1805 5187 0 1574 0 3045 0 0 0 ------------ I --------------- --------------- H --------------- II --------------- i Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.28 0.06 0.21 0.00 0.01 0.00 0.24 0.00 0.00 0.00 Crit Moves: **** **** *x** Green/Cycle: 0.00 0.44 0.44 0.10 0.54 0.00 0.38 0.00 0.38 0.00 0.00 0.00 Volume/Cap: 0.00 0.63 0.63 0.63 0.38 0.00 0.03 0.00 0.63 0.00 0.00 0.00 Delay/Veh: 0.0 26.7 26.7 58.5 16.0 0.0 23.1 0.0 31.2 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 26.7 26.7 58.5 16.0 0.0 23.1 ',.0 31.2 0.0 0.0 0.0 DesignQueue: 0 43 12 7 34 0 1 0 32 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE vi� AM (2020+P1) Wed Jul 24, 2002 14:35:35 Page 17-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ###**********************************************************#***********#****** Intersection #20 Cook St. (NS) / Gerald Ford Dr. (EW) ************************#****#****************#**#******************#*#********* Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.612 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 37.1 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ; --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: 2020 AM Base Vol: 369 1012 10 248 867 61 88 106 342 10 113 236 Growth 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 Initial Sse: 369 1012 10 248 867 61 88 106 342 10 113 236 Added Vol: -32 0 0 0 0 0 0 0 0 0 -16 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 337 1012 10 248 867 61 88 106 342 10 97 236 User 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 PHF 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 PHF Volume: 337 1012 10 248 867 61 88 106 342 10 97 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 337 1012 10 248 867 61 88 106 342 10 97 236 PCE 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 MLF 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 Final Vol. : 337 1012 10 248 867 61 88 106 342 10 97 236 ------------ ! --------------- --------------- --------------- --------------- , Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: �.. Vol/Sat: 0.10 0.20 0.01 0.07 0.24 0.04 0.03 0.03 0.21 0.00 0.03 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.42 0.42 0.08 0.36 0.36 0.13 0.32 0.32 0.08 0.27 0.27 Volume/Cap: 0.67 0.47 0.01 0.85 0.67 0.11 0.19 0.09 0.67 0.03 0.10 0.55 Delay/Veh: 52.2 25.4 20.5 74.6 34.0 25.8 46.5 29.0 39.1 50.6 33.3 39.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ad4Del/Veh: 52.2 25.4 20.5 74.6 34 .0 25.8 46.5 29.0 39.1 50.6 33.3 39.4 DesignQueue: 20 41 0 15 39 3 5 5 16 1 5 12 ****#*#***####**#*#*#**##****#*#**#*****###***##***#****#*****#****##*******#*** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �15 AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 21-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #20 Cook St. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.636 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29.8 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- II --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 AM Base Vol: 369 1012 10 248 867 61 88 106 342 10 113 236 Growth 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 Initial Bse: 369 1012 10 248 867 61 88 106 342 10 113 236 Added Vol: -32 0 0 0 0 0 0 0 0 0 -16 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 337 1012 10 248 867 61 88 106 342 10 97 236 User 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 PHF 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 PHF Volume: 337 1012 10 248 867 61 88 106 342 10 97 236 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 337 1012 10 248 867 61 88 106 342 10 97 236 PCE 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 MLF 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 Final Vol. : 337 1C12 10 248 867 61 88 106 342 10 97 236 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------ j --------------- --------------- --------------- --------------- j Capacity Analysis Module: Vol/Sat: 0.10 0.20 0.01 0.07 0.24 0.04 0.03 0.03 0.21 0.00 0.03 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.31 0.31 0.15 0.33 0.33 0.13 0.29 0.29 0.11 0.27 0.42 Volume/Cap: 0.73 0.63 0.02 0.46 0.73 0.11 0.19 0.10 0.73 0.03 0.10 0.35 Delay/Veh: 43.1 27.5 21.6 35.2 28.8 21.0 34.8 23.3 34.2 35.7 24.8 17.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.1 27.5 21.6 35.2 28.8 21.6 34.8 23.3 34.2 35.7 24.8 17.8 DesignQueue: 15 37 0 11 31 2 4 4 13 0 4 7 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) Wed Jul 24, 2002 14:37:15 Page 17-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #20 Cook St. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.823 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 47.6 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ i --------------- --------------- --------------- i1 --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I --------------- ii --------------- --------------- --------------- � Volume Module: 2020 PM Base Vol: 410 833 10 445 1201 157 184 252 356 10 247 373 Growth 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 Initial Bse: 410 833 10 445 1201 157 184 252 356 10 247 373 Added Vol: 25 0 0 0 0 0 0 0 -1 0 12 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 435 833 10 445 1201 157 184 252 355 10 259 373 User 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 PHF 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 PHF Volume: 435 833 10 445 1201 157 184 252 355 10 259 373 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 435 833 10 445 1201 157 184 252 355 10 259 373 PCE 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 MLF 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 Final Vol. : 435 833 10 445 1201 157 184 252 355 10 259 373 ------------ --------------- --------------- --------------- H --------------- i Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------ ! --------------- � � --------------- H --------------- i1 --------------- I Capacity Analysis Module: Vol/Sat: 0.12 0.16 0.01 0.13 0.33 0.10 0.05 0.07 0.22 0.00 0.07 0.23 Crit Moves: **** Green/Cycle: 0.15 0.17 0.17 0.38 0.39 0.39 0.08 0.27 0.27 0.08 0.27 0.27 Volume/Cap: 0.84 0.96 0.04 0.34 0.84 0.25 0.63 0.25 0.80 0.03 0.26 0.84 Delay/Veh: 61.7 71.7 42.0 26.9 37.6 24.5 57.6 34.1 50.6 50.6 34.2 54.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.7 71.7 42.0 26.9 37.6 24.5 57.6 34.1 50.6 50.6 34.2 54.7 DesignQueue: 25 48 1 19 53 6 11 12 18 1 13 19 leu Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE P11 PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 21-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 420 Cook St. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.784 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.8 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ! --------------- 11 --------------- ! 1 --------------- 1 ! --------------- ! Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ ! --------------- ! ! --------------- 1 ! --------------- ! 1 --------------- I Volume Module: 2020 PM Base Vol: 410 833 10 445 1201 157 184 252 356 10 247 373 Growth 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 Initial Bse: 410 833 10 445 1201 157 184 252 356 10 247 373 Added Vol: 25 0 0 0 0 0 0 0 -1 0 12 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 435 833 10 445 1201 157 184 252 355 10 259 373 User 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 PHF 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 PHF Volume: 435 833 10 445 1201 157 184 252 355 10 259 373 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 435 833 10 445 1201 157 184 252 355 10 259 373 PCE 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 MLF 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 Final Vol. : 435 833 10 445 1201 157 184 252 355 10 259 373 ------------ ; --------------- II --------------- ! ! --------------- --------------- j Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------ --------------- , --------------- --------------- ; I --------------- ! Capacity Analysis Module: Vol/Sat: 0.12 0.16 0.01 0.13 0.33 0.10 0.05 0.07 0.22 0.00 0.07 0.23 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.22 0.22 0.29 0.37 0.37 0.12 0.25 0.25 0.11 0.24 0.53 Volume/Cap: 0.90 0.72 0.03 0.44 0.90 0.26 0.44 0.28 0.90 0.03 0.30 0.44 Delay/Veh: 57.0 34.7 27.4 26.4 34.8 19.9 37.6 27.7 54.9 35.7 28.4 13.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.0 34.7 27.4 26.4 34.8 19.9 37.6 27.7 54.9 35.7 28.4 13.5 DesignQueue: 19 34 0 16 41 5 8 10 14 0 10 9 A Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE `p'lg AM (2020+P1) imp Thu Jul 25, 2002 16:40:33 Page 22-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #22 Lucas Wy. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.255 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 12.2 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- H --------------- 11 --------------- I ! --------------- I Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 10 15 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 AM Base Vol: 40 0 40 0 0 0 0 457 62 123 760 0 Growth 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 Initial Bse: 40 0 40 0 0 0 0 457 62 123 760 0 Added Vol: 0 0 0 0 0 0 0 0 -16 -32 -32 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 40 0 40 0 0 0 0 457 46 91 728 0 User 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 PHF 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 PHF Volume: 40 0 40 0 0 0 0 457 46 91 728 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 40 0 40 0 0 0 0 457 46 91 728 0 PCE 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 MLF 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 Final Vol. : 40 0 40 0 0 0 0 457 46 91 728 0 ------------ ! --------------- --------------- --------------- H --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.85 1.00 0.85 1.00 1.00 1.00 1.00 0.94 0.94 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.82 0.18 1.00 2.00 0.00 Final Sat. : 1611 0 1615 0 0 0 0 3234 326 1805 3610 0 ------------ --------------- II --------------- li --------------- ! ' --------------- ' Capacity Analysis Module: Vol/Sat: 0.02 0.00 0.02 0.00 0.00 0.00 0.00 0.14 0.14 0.05 0.20 0.00 Crit Moves: **** **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.35 0.35 0.17 0.52 0.00 Volume/Cap: 0.07 0.00 0.07 0.00 0.00 0.00 0.00 0.40 0.40 0.30 0.39 0.00 Delay/Veh: 13 .7 0.0 13.7 0.0 0.0 0.0 0.0 15.0 15.0 22.5 8.9 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.7 0.0 13.7 0.0 0.0 0.0 0.0 15.0 15.0 22.5 8.9 0.0 DesignQueue: 1 0 1 0 0 0 0 10 1 3 12 0 -raffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) imp Thu Jul 25, 2002 16:40:48 Page 22-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) «««««*«*«««««*««««««««*«*«««««««««««««««««*««««*«*««*««««««««««*«««««««««««««««« Intersection #22 Lucas Wy. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.425 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 14.3 Optimal Cycle: 60 Level Of Service: B ««««««««««««««««««««««««««««««««««««««««««*«««*«««*«««««««««««««*«««««««««««*««« Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- H --------------- 11 -------------- Control: Permitted Permitted Permitted Protected Righ-s: Include Include Include Include Min. "'reen: 20 0 20 0 0 0 0 15 15 10 15 0 Lane-� . 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------ --------------- --------------- j --------------- ---------------� Volume Module: 2020 PM Base Vol: 75 0 75 0 0 0 0 746 62 124 894 0 Growth 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 Initial Bse: 75 0 75 0 0 0 0 746 62 124 894 0 Added Vol: 0 0 0 0 0 0 0 -1 12 25 25 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 75 0 75 0 0 0 0 745 74 149 919 0 User 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 PHF 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 PHF Volume: 75 0 75 0 0 0 0 745 74 149 919 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 0 75 0 0 0 0 745 74 149 919 0 PCE 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 MLF 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 Final Vol. : 75 0 75 0 0 0 0 745 74 149 919 0 ------------ --------------- --------------- --------------- , --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.81 1.00 0.85 1.00 1.00 1.00 1.00 0.94 0.94 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.82 0.18 1.00 2.00 0.00 Final Sat. : 1545 0 1615 0 0 0 0 3241 322 1805 3610 0 ------------ i --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.05 0.00 0.05 0.00 0.00 0.00 0.00 0.23 0.23 0.08 0.25 0.00 Crit Moves: **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.35 0.35 0.17 0.52 0.00 Volume/Cap: 0.15 0.00 0.14 0.00 0.00 0.00 0.00 0.66 0.66 0.50 0.49 0.00 Delay/Veh: 14.1 0.0 14.1 0.0 0.0 0.0 0.0 17.7 17.7 24.0 9.6 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 AdjDel/Veh: 14.1 0.0 14.1 0.0 0.0 0.0 0.0 17.7 17.7 24.0 9.6 0.0 DesignQueue: 2 0 2 0 0 0 0 17 2 4 16 0 Traffix 7.5.11i 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE APPENDIX Q CALCULATION OF INTERSECTION LEVEL OF SERVICE - POST 2020 WITH DESERT GATEWAY PROJECT (ALTERNATIVE 1 - PREFERRED) WITHOUT PORTOLA AVENUE OVERCROSSING/INTERCHANGE AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) #«#«*****#******«#**************************#**###**#*************#*#***###«*#** Intersection #1 Bob Hope Dr. (NS) / Ramon Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.269 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 95.4 Optimal Cycle: 120 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- j --------------- % --------------- --------------- Control: Permitted Permitted Permitted Protected Rights: Ovl Include Include Include Min. Green: 20 0 20 0 0 0 0 20 20 10 20 0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 2 0 2 0 0 ------------ I ---------------I1 --------------- --------------- --------------- I Volume Module: 2020 AM w/o O.C. Base Vol: 171 0 729 0 0 0 0 1747 289 834 1518 0 Growth 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 Initial Bse: 171 0 729 0 0 0 0 1747 289 834 1518 0 Added Vol: 0 0 0 0 0 0 0 0 -16 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 171 0 729 0 0 0 0 1747 273 834 1518 0 User 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 PHF 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 PHF Volume: 171 0 729 0 0 0 0 1747 273 834 1518 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 0 729 0 0 0 0 1747 273 834 1518 0 PCE 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 MLF 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 Final Vol. : 171 0 729 0 0 0 0 1747 273 834 1518 0 ------------ --------------- --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.59 1.00 0.85 1.00 1.00 1.00 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 2241 0 1615 0 0 0 0 3610 1615 3502 3610 0 ------------ -------- --------------- H --------------- --------------- i Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.45 0.00 0.00 0.00 0.00 0.48 0.17 0.24 0.42 0.00 Crit Moves: Green/Cycle: 0.36 0.00 0.54 0.00 0.00 0.00 0.00 0.38 0.38 0.19 0.57 0.00 Volume/Cap: 0.21 0.00 0.83 0.00 0.00 0.00 0.00 1.27 0.44 1.27 0.74 0.00 Delay/Veh: 27.1 0.0 29.5 0.0 0.0 0.0 0.0 164 28.1 181.5 20.7 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 27.1 0.0 29.5 0.0 0.0 0.0 0.0 164 28.1 181.5 20.7 0.0 DesignQueue: 7 0 25 0 0 0 0 82 12 48 49 0 #*«****##*****«******«#************#**********#*********#****#***#«****«****#*** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE b3 AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:34 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #1 Bob Hope Dr. (NS) / Ramon Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.702 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 23.9 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- � Control: Permitted Permitted Permitted Protected Rights: Ignore Include Include Include Min. Green: 20 0 20 0 0 0 0 20 20 10 20 0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 171 0 729 0 0 0 0 1747 289 834 1518 0 Growth 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 Initial Bse: 171 0 729 0 0 0 0 1747 289 834 1518 0 Added Vol: 0 0 0 0 0 0 0 0 -16 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 171 0 729 0 0 0 0 1747 273 834 1518 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 171 0 0 0 0 0 0 1747 273 834 1518 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 171 0 0 0 0 0 0 1747 273 834 1518 0 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 171 0 0 0 0 0 0 1747 273 834 1518 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.60 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.95 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 3.00 1.00 2.00 2.00 0.00 Fina-- Sat. : 2296 0 1900 0 0 0 0 5187 1615 3502 3610 0 ---- ------- j --------------- --------------- ; --------------- --------------- � Capa.- _ty Analysis Module: Vol/Sat: 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.34 0.17 0.24 0.42 0.00 Crit Moves: **** **** **** Green/Cycle: 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.44 0.44 0.31 0.76 0.00 Volume/Cap: 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.76 0.38 0.76 0.55 0.00 Delay/Veh: 45.8 0.0 0.0 0.0 0.0 0.0 0.0 29.4 22.6 40.2 6.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.8 0.0 0.0 0.0 0.0 0.0 0.0 29.4 22.6 40.2 6.3 0.0 DesignQueue: 10 0 0 0 0 0 0 70 11 40 27 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #1 Bob Hope Dr. (NS) / Ramon Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.299 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 101.8 Optimal Cycle: 120 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- � Control: Permitted Permitted Permitted Protected Rights: Ovl Include Include Include Min. Green: 20 0 20 0 0 0 0 20 20 10 20 0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 2 0 2 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: 2020 PM w/o O.C. Base Vol: 381 0 773 0 0 0 0 1534 232 1043 2022 0 Growth 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 Initial Bse: 381 0 773 0 0 0 0 1534 232 1043 2022 0 Added Vol: 0 0 0 0 0 0 0 0 12 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 381 0 773 0 0 0 0 1534 244 1043 2022 0 User Adj : i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF 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 PHF Volume: 381 0 773 0 0 0 0 1534 244 1043 2022 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 381 0 773 0 0 0 0 1534 244 1043 2022 0 PCE 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 MLF 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 Final Vol. : 381 0 773 0 0 0 0 1534 244 1043 2022 0 ------------ ' --------------- H --------------- 11 --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.59 1.00 0.85 1.00 1.00 1.00 1.00 0.95 0.85 0.92 0.95 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 2.00 2.00 0.00 Final Sat. : 2237 0 1615 0 0 0 0 3610 1615 3502 3610 0 ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.17 0.00 0.48 0.00 0.00 0.00 0.00 0.42 0.15 0.30 0.56 0.00 Crit Moves: **** **** **** Green/Cycle: 0.37 0.00 0.60 0.00 0.00 0.00 0.00 0.33 0.33 0.23 0.56 0.00 Volume/Cap: 0.46 0.00 0.80 0.00 0.00 0.00 0.00 1.30 0.46 1.30 1.01 0.00 Delay/Veh: 29.3 0.0 23.5 0.0 0.0 0.0 0.0 181 32.6 189.9 48.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.3 0.0 23.5 0.0 0.0 0.0 0.0 181 32.6 189.9 48.3 0.0 DesignQueue: 16 0 23 0 0 0 0 77 11 58 70 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:02 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #1 Bob Hope Dr. (NS) / Ramon Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.823 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 29.2 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 ---------------11 --------------- � Control: Permitted Permitted Permitted Protected Rights: Ignore Include Include Include Min. Green: 20 0 20 0 0 0 0 20 20 10 20 0 Lanes: 2 0 0 0 1 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 ------------ I --------------- --------------- --------------- 11---------------� Volume Module: 2020 PM w/o O.C. Base Vol: 381 0 773 0 0 0 0 1534 232 1043 2022 0 Growth 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 Initial Bse: 381 0 773 0 0 0 0 1534 232 1043 2022 0 Added Vol: 0 0 0 0 0 0 0 0 12 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 381 0 773 0 0 0 0 1534 244 1043 2022 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 381 0 0 0 0 0 0 1534 244 1043 2022 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 381 0 0 0 0 0 0 1534 244 1043 2022 0 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 381 0 0 0 0 0 0 1534 244 1043 2022 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.60 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.85 0.92 0.95 1.00 Lanes: 2.00 0.00 1.00 0.00 0.00 0.00 0.00 3.00 1.00 2.00 2.00 0.00 Final Sat. : 2278 0 1900 0 0 0 0 5187 1615 3502 3610 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.17 0.00 0.00 0.00 0.00 0.00 0.00 0.30 0.15 0.30 0.56 0.00 Crit Moves: **** **** **** Green/Cycle: 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.36 0.36 0.36 0.72 0.00 Volume/Cap: 0.83 0.00 0.00 0.00 0.00 0.00 0.00 0.82 0.42 0.82 0.77 0.00 Delay/Veh: 57.7 0.0 0.0 0.0 0.0 0.0 0.0 37.9 29.4 39.1 12.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.7 0.0 0.0 0.0 0.0 0.0 0.0 37.9 29.4 39.1 12.0 0.0 DesignQueue: 21 0 0 0 0 0 0 70 11 48 43 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 3-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) xxxx♦xxxxxxxxxxxxxxxx*xxxxxxxxxxxxx**xxx+x*xxxxxxxx*xxxxxxxxxx*xxxxxxxxxxxxxx**x Intersection #2 Bob Hope Dr. (NS) / Dinah Shore Dr. (EW) xxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxx**xxtr*xxx*xx*x**xxxx**xxxxx**xxxxxxxxxxxxxxxxx: Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.745 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 42.5 Optimal Cycle: 120 Level Of Service: D xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- H --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 366 786 71 226 770 76 125 700 265 118 612 163 Growth 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 Initial Bse: 366 786 71 226 770 76 125 700 265 118 612 163 Added Vol: 0 0 0 -16 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 366 786 71 210 770 76 125 684 265 118 612 163 User 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 PHF 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 PHF Volume: 366 786 71 210 770 76 125 684 265 118 612 163 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 366 786 71 210 770 76 125 684 265 118 612 163 PCE 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 MLF 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 Final Vol. : 366 786 71 210 770 76 125 684 265 118 612 163 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.20 0.22 0.04 0.12 0.21 0.05 0.07 0.19 0.16 0.07 0.17 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.27 0.36 0.36 0.19 0.29 0.29 0.08 0.25 0.25 0.09 0.26 0.26 Volume/Cap: 0.75 0.60 0.12 0.60 0.75 0.16 0.83 0.75 0.65 0.75 0.66 0.39 Delay/Veh: 46.0 31.8 25.5 46.9 41.9 32.3 84.8 44.5 43.5 70.9 41.4 37.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.0 31.8 25.5 46.9 41.9 32.3 84.8 44.5 43.5 70.9 41.4 37.3 DesignQueue: 19 35 3 12 39 4 8 36 14 7 32 8 x xxxxxxxxxx xx,rxx,rxxxxxxxxxxxxxxxxxxxxxxxx,rxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 01 AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:34 Page 3-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #2 Bob Hope Dr. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. W : 0.674 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.8 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 2 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- 11 --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 366 786 71 226 770 76 125 700 265 118 612 163 Growth 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 Initial Bse: 366 786 71 226 770 76 125 700 265 118 612 163 Added Vol: 0 0 0 -16 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 366 786 71 210 770 76 125 684 265 118 612 163 User 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 PHF 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 PHF Volume: 366 786 71 210 770 76 125 684 265 118 612 163 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 366 786 71 210 770 76 125 684 265 118 612 163 PCE 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 MLF 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 Final Vol. : 366 786 71 210 770 76 125 684 265 118 612 163 ------------ --------------- --------------- --------------- H --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.10 0.22 0.04 0.06 0.21 0.05 0.07 0.19 0.16 0.07 0.17 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.30 0.30 0.15 0.30 0.30 0.13 0.27 0.42 0.13 0.26 0.26 Volume/Cap: 0.70 0.72 0.15 0.40 0.70 0.15 0.52 0.70 0.39 0.52 0.64 0.38 Delay/Veh: 36.5 27.2 20.5 31.1 26.6 20.4 34.5 28.5 16.5 35.0 27.6 24.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.5 27.2 20.5 31.1 26.6 20.4 34.5 28.5 16.5 35.0 27.6 24.7 DesignQueue: 14 26 2 8 25 2 5 23 7 5 21 5 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 3-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 42 Bob Hope Dr. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.033 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 60.8 Optimal Cycle: 120 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- j Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ -------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 447 772 127 277 923 293 108 896 577 125 826 256 Growth 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 Initial Bse: 447 772 127 277 923 293 108 896 577 125 826 256 Added Vol: 0 0 0 12 0 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 447 772 127 289 923 293 108 908 577 125 826 256 User 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 PHF 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 PHF Volume: 447 772 127 289 923 293 108 908 577 125 826 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 447 772 127 289 923 293 108 908 577 125 826 256 PCE 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 MLF 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 Final Vol. : 447 772 127 289 923 293 108 908 577 125 826 256 ------------ --------------- � � --------------- � � --------------- ii --------------- ; Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I --------------- � � --------------- --------------- � � --------------- � Capacity Analysis Module: Vol/Sat: 0.25 0.21 0.08 0.16 0.26 0.18 0.06 0.25 0.36 0.07 0.23 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.24 0.27 0.27 0.20 0.24 0.24 0.08 0.34 0.34 0.08 0.34 0.34 Volume/Cap: 1.05 0.78 0.29 0.78 1.05 0.75 0.72 0.74 1.05 0.83 0.67 0.47 Delay/Veh: 104.5 44.5 34.8 55.6 91.0 49.8 69.0 37.5 93.1 84.8 35.5 31.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 104.5 44.5 34.8 55.6 91.0 49.8 69.0 37.5 93 .1 84.8 35.5 31.8 DesignQueue: 24 40 6 16 50 15 7 43 28 8 39 12 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 1 PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:02 Page 3-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Inter; ange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #2 Bob Hope Dr. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.828 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.2 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 --------------- --------------- H --------------- I Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 2 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- 11 --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 447 772 127 277 923 293 108 896 577 125 826 256 Growth 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 Initial Bse: 447 772 127 277 923 293 108 896 577 125 826 256 Added Vol: 0 0 0 12 0 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 447 772 127 289 923 293 108 908 577 125 826 256 User 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 PHF 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 PHF Volume: 447 772 127 289 923 293 108 908 577 125 826 256 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 447 772 127 289 923 293 108 908 577 125 826 256 PCE 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 MLF 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 Final Vol. : 447 772 127 289 923 293 108 908 577 125 826 256 ------------ j --------------- jl --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.13 0.21 0.08 0.08 0.26 0.18 0.06 0.25 0.36 0.07 0.23 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.29 0.29 0.15 0.29 0.29 0.14 0.29 0.43 0.13 0.27 0.27 Volume/Cap: 0.88 0.73 0.27 0.57 0.88 0.62 0.44 0.88 0.83 0.55 0.83 0.56 Delay/Veh: 49.0 28.2 22.1 33.3 35.3 27.1 32.9 35.7 27.9 35.9 33 .4 26.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.0 28.2 22.1 33.3 35.3 27.1 32.9 35.7 27.9 35.9 33 .4 26.9 DesignQueue: 18 26 4 11 31 10 4 31 16 5 28 9 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 0JV AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 4-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #3 Bob Hope Dr. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. W : 0.915 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 49.4 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- 11 --------------- I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I--------------- --------------- --------------- 11 ---------------I Volume Module: 2020 AM w/o O.C. Base Vol: 90 788 248 298 768 89 168 905 188 242 324 258 Growth 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 Initial Bse: 90 788 248 298 768 89 168 905 188 242 324 258 Added Vol: 0 0 0 0 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 90 788 248 298 768 89 168 889 188 242 324 258 User 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 PHF 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 PHF Volume: 90 788 248 298 768 89 168 889 188 242 324 258 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 90 788 248 298 768 89 168 889 188 242 324 258 PCE 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 MLF 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 Final Vol. : 90 788 248 298 768 89 168 889 188 242 324 258 ------------ --------------- --------------- 11 ---------------11 --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.93 0.93 0.95 0.93 0.93 0.95 0.89 0.89 Lanes: 2.00 1.52 0.48 2.00 1.79 0.21 1.00 1.65 0.35 1.00 1.11 0.89 Final Sat. : 3502 2647 833 3502 3183 369 1805 2902 614 1805 1877 1495 ------------ ; --------------- II--------------- --------------- 11---------------I Capacity Analysis Module: Vol/Sat: 0.03 0.30 0.30 0.09 0.24 0.24 0.09 0.31 0.31 0.13 0.17 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.33 0.33 0.09 0.34 0.34 0.17 0.33 0.33 0.15 0.31 0.31 Volume/Cap: 0.31 0.91 0.91 0.91 0.72 0.72 0.55 0.91 0.91 0.91 0.55 0.55 Delay/Veh: 52.4 50.2 50.2 83.0 37.1 37.1 47.9 49.3 49.3 84.0 34.9 34.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.4 50.2 50.2 83.0 37.1 37.1 47.9 49.3 49.3 84.0 34.9 34.9 DesignQueue: 6 38 12 18 36 4 10 43 9 14 15 12 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �II AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:34 Page 4-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #3 Bob Hope Dr. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.799 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.7 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Ovl Include Include Ovl Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 2 0 2 0 1 1 0 1 1 0 2 0 2 0 1 ------------ --------------- 11 --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 90 788 248 298 768 89 168 905 188 242 324 258 Growth 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 Initial Bse: 90 788 248 298 768 89 168 905 188 242 324 258 Added Vol: 0 0 0 0 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 90 788 248 298 768 89 168 889 188 242 324 258 User 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 PHF 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 PHF Volume: 90 788 248 298 768 89 168 889 188 242 324 258 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 90 788 248 298 768 89 168 889 188 242 324 258 PCE 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 MLF 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 Final Vol. : 90 788 248 298 768 89 168 889 188 242 324 258 ------------ --------------- --------------- --------------- 1I --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.95 0.93 0.93 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 1.65 0.35 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 1805 2902 614 3502 3610 1615 ------------ , --------------- � � --------------- � � --------------- � � --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.22 0.15 0.09 0.21 0.06 0.09 0.31 0.31 0.07 0.09 0.16 Cric Moves: **** **** **** **** Green/Cycle: 0.13 0.25 0.38 0.13 0.25 0.25 0.16 0.35 0.35 0.13 0.32 0.44 Volume/Cap: 0.21 0.87 0.41 0.68 0.85 0.22 0.59 0.88 0.88 0.55 0.28 0.36 Delay/Veh: 31.7 38.2 18.9 37.8 36.4 24.1 34.4 31.6 31.6 34.4 20.7 15.2 Use: De1Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.7 38.2 18.9 37.8 36.4 24.1 34.4 31.6 31.6 34.4 20.7 15.2 DesignQueue: 4 28 7 12 27 3 6 28 6 10 10 7 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 012- PM (2020+P1) w/o CC Mon Oct 7, 2002 14:59:39 Page 4-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #3 Bob Hope Dr. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. W : 0.982 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 61.8 Optimal Cycle: 120 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 1 1 0 2 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- I Volume Module: 2020 PM w/o O.C. Base Vol: 206 902 286 409 1096 78 162 617 155 333 844 318 Growth 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 Initial Bse: 206 902 286 409 1096 78 162 617 155 333 844 318 Added Vol: 0 0 0 0 0 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 206 902 266 409 1096 78 162 629 155 333 844 318 User 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 PHF 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 PHF Volume: 206 902 286 409 1096 78 162 629 155 333 844 318 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 902 286 409 1096 78 162 629 155 333 844 318 PCE 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 MLF 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 Final Vol. : 206 902 286 409 1096 78 162 629 155 333 844 318 ------------ --------------- l , --------------- , --------------- I , --------------- i Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.92 0.92 0.92 0.94 0.94 0.95 0.92 0.92 0.95 0.91 0.91 Lanes: 2.00 1.52 0.48 2.00 1.87 0.13 1.00 1.60 0.40 1.00 1.45 0.55 Final Sat. : 3502 2642 838 3502 3336 237 1805 2809 692 1805 2515 947 ------------ I --------------- --------------- --------------- --------------- I Capacity Analysis Module: Vol/Sat: 0.06 0.34 0.34 0.12 0.33 0.33 0.09 0.22 0.22 0.18 0.34 0.34 Crit Moves: Green/Cycle: 0.08 0.35 0.35 0.12 0.38 0.38 0.09 0.24 0.24 0.20 0.34 0.34 Volume/Cap: 0.71 0.98 0.98 0.98 0.86 0.86 0.98 0.94 0.94 0.94 0.98 0.98 Delay/Veh: 61.2 60.2 60.2 91.9 39.6 39.6 118.8 63.6 63.6 80.8 60.9 60.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.2 60.2 60.2 91.9 39.6 39.6 118.8 63 .6 63.6 80.6 60.9 60.9 DesignQueue: 13 43 14 25 49 3 10 34 8 19 40 15 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE � �3 PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:02 Page 4-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #3 Bob Hope Dr. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 80 Critical Vol./Cap. (X) : 0.807 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.5 Optimal Cycle: 80 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11--------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Ovl Include Include Ovl Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 2 0 2 0 1 1 0 1 1 0 2 0 2 0 1 ------------ --------------- 11 --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 206 902 286 409 1096 78 162 617 155 333 844 318 Growth 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 Initial Bse: 206 902 286 409 1096 78 162 617 155 333 844 318 Added Vol: 0 0 0 0 0 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 206 902 286 409 1096 78 162 629 155 333 844 318 User 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 PHF 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 PHF Volume: 206 902 286 409 1096 78 162 629 155 333 844 318 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 902 286 409 1096 78 162 629 155 333 844 318 PCE 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 MLF 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 Final Vol. : 206 902 286 409 1096 78 162 629 155 333 844 318 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.95 0.85 0.95 0.92 0.92 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 2.00 2.00 1.D0 1.00 1.60 0.40 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 3502 3610 1615 1805 2809 692 3502 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.25 0.18 0.12 0.30 0.05 0.09 0.22 0.22 0.10 0.23 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.31 0.44 0.15 0.34 0.34 0.13 0.26 0.26 0.13 0.26 0.42 Volume/Cap: 0.47 0.81 0.40 0.76 0.90 0.14 0.72 0.87 0.87 0.74 0.90 0.47 Delay/Veh: 33.3 29.9 15.7 38.4 33.9 18.5 44.2 37.6 37.6 39.9 39.6 17.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 33 .3 29.9 15.7 38.4 33 .9 18.5 44.2 37.6 37.6 39.9 39.6 17.5 DesignQueue: 8 30 7 16 35 2 6 22 5 13 29 9 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE `-{ 1 AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 5-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) *****##*#****#****##**#**#********#**#***##**************#*******#****##***#**** Intersection #4 Varner Rd. (NS) / Ramon Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.053 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 82.1 Optimal Cycle: 120 Level Of Service: F #**#***###****#****#******************************#********#****#*******#*###*** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 195 377 34 149 242 268 718 1813 500 126 1370 136 Growth 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 Initial Bse: 195 377 34 149 242 268 718 1813 500 126 1370 136 Added Vol: 0 0 0 0 -16 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 195 377 34 149 226 268 718 1813 500 126 1370 136 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 195 377 34 149 226 0 718 1813 500 126 1370 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 195 377 34 149 226 0 718 1813 500 126 1370 136 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 195 377 34 149 226 0 718 1813 500 126 1370 136 ------------ I --------------- ; --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 1.00 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1900 1805 3610 1615 1805 3610 1615 ------------ I--------------- --------------- H--------------- I ; --------------- I Capacity Analysis Module: Vol/Sat: 0.11 0.10 0.02 0.08 0.06 0.00 0.40 0.50 0.31 0.07 0.38 0.08 Crit Moves: **** Green/Cycle: 0.09 0.17 0.17 0.09 0.17 0.00 0.33 0.56 0.56 0.08 0.31 0.31 Volume/Cap: 1.21 0.61 0.12 0.97 0.36 0.00 1.21 0.90 0.55 0.84 1.21 0.27 Delay/Veh: 192.0 47.9 42.3 117.0 44.8 0.0 148.7 29.0 17.5 86.0 143 31.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 192.0 47.9 42.3 117.0 44.8 0.0 148.7 29.0 17.5 86.0 143 31.1 DesignQueue: 12 21 2 9 13 0 36 61 16 8 69 6 ******##**********#***#*****#***#**********#*#********************************** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 01-5 AM (2020+P1) w/o CC imp Tue Oct 1, 2002 10:25:34 Page 5-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #4 Varner Rd. (NS) / Ramon Rd. (EW) Cycle (sec) : 110 Critical Vol./Cap. W : 0.770 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.2 Optimal Cycle: 110 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 ---------------� Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 2 0 1 2 0 3 0 1 1 0 2 1 0 ------------ I --------------- 11 --------------- --------------- 11 --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 195 377 34 149 242 268 718 1813 500 126 1370 136 Growth 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 Initial Bse: 195 377 34 149 242 268 718 1813 500 126 1370 136 Added Vol: 0 0 0 0 -16 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 195 377 34 149 226 268 718 1813 500 126 1370 136 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 195 377 34 149 226 0 718 1813 500 126 1370 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 195 377 34 149 226 0 718 1813 500 126 1370 136 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 195 377 34 149 226 0 718 1813 500 126 1370 136 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 0.95 1.00 0.92 0.91 0.85 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 1.00 2.73 0.27 Final Sat. : 3502 3610 1615 1805 3610 1900 3502 5187 1615 1805 4657 462 ------------ ! --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.10 0.02 .08 0.06 0.00 0.21 0.35 0.31 0.07 0.29 0.29 Crit Moves **** **** **** **** Green/Cycle: 0.09 0.18 0.18 0.10 0.19 0.00 0.25 0.52 0.52 0.09 0.36 0.36 Volume/Cap: 0.59 0.57 0.12 0.82 0.33 0.00 0.82 0.68 0.60 0.77 0.82 0.82 Delay/Veh: 50.6 42.4 37.8 73.2 38.9 0.0 45.1 20.4 19.7 68.3 35.1 35.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.6 42.4 37.8 73.2 38.9 0.0 45.1 20.4 19.7 68.3 35.1 35.1 DesignQueue: 11 19 2 8 11 0 35 58 16 7 58 6 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �I� PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 5-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Intersection #4 Varner Rd. (NS) / Ramon Rd. (EW) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxx+xxxxxxxxxxxxxxxxxxxxxxxx Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.182 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 94.1 Optimal Cycle: 120 Level Of service: F xxxxxxxxxxxxxxxxxxxxxxxxx**xxxxxxxxxxxirx*xxx,txxxxxxxxxxxxxxxx+xxxxxxxxxxxxxxxxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 231 171 121 96 494 227 345 1471 444 59 2182 133 Growth 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 Initial Bse: 231 171 121 96 494 227 345 1471 444 59 2182 133 Added Vol: 0 0 0 0 12 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 231 171 121 96 506 227 345 1471 444 59 2182 133 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 231 171 121 96 506 0 345 1471 444 59 2182 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 231 171 121 96 506 0 345 1471 444 59 2182 133 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 231 171 121 96 506 0 345 1471 444 59 2182 133 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 1.00 0.95 0.95 0.85 0.95 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1900 1805 3610 1615 1805 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.13 0.05 0.07 0.05 0.14 0.00 0.19 0.41 0.27 0.03 0.60 0.08 Crit Moves: **** Green/Cycle: 0.10 0.18 0.18 0.09 0.17 0.00 0.15 0.55 0.55 0.08 0.48 0.48 Volume/Cap: 1.26 0.26 0.42 0.59 0.84 0.00 1.26 0.74 0.50 0.39 1.26 0.17 Delay/Veh: 207.0 42.7 44.7 58.4 58.8 0.0 193.7 22.2 17.3 53.8 153 17.8 User De1Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 207.0 42.7 44.7 58.4 58.8 0.0 193 .7 22.2 17.3 53.8 153 17.8 DesignQueue: 14 9 7 6 29 0 20 49 14 4 89 5 zxxxzzxxxxz:xxxx:xzxzz,rxxxzxzzx*zxxzzxzzxxxxz+xzxxxzz+rzxxzzxzxxzzzzxxxxxxxzzzxxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Q11 PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:02 Page 5-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #4 Varner Rd. (NS) / Ramon Rd. (EW) Cycle (sec) : 110 Critical Vol./Cap. (X) : 0.847 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.3 Optimal Cycle: 110 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------------11 --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 2 0 1 2 0 3 0 1 1 0 2 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 231 171 121 96 494 227 345 1471 444 59 2182 133 Growth 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 Initial Bse: 231 171 121 96 494 227 345 1471 444 59 2182 133 Added Vol: 0 0 0 0 12 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 231 171 121 96 506 227 345 1471 444 59 2182 133 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 231 171 121 96 506 0 345 1471 444 59 2182 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 231 171 121 96 506 0 345 1471 444 59 2182 133 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 231 171 121 96 506 0 345 1471 444 59 2182 133 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 0.95 1.00 0.92 0.91 0.85 0.95 0.90 0.90 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 2.00 3.00 1.00 1.00 2.83 0.17 Final Sat. : 3502 3610 1615 1805 3610 1900 3502 5187 1615 1805 4845 295 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.05 0.07 0.05 0.14 0.00 0.10 0.28 0.27 0.03 0.45 0.45 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.18 0.18 0.09 0.18 0.00 0.11 0.53 0.53 0.09 0.51 0.51 Volume/Cap: 0.73 0.26 0.41 0.59 0.77 0.00 0.89 0.54 0.52 0.36 0.89 0.89 Delay/Veh: 56.7 38.9 40.7 53.4 48.4 0.0 69.4 17.4 17.5 48.3 26.4 28.4 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.7 38.9 40.7 53.4 48.4 0.0 69.4 17.4 17.5 48.3 28.4 28.4 DesignQueue: 13 9 6 5 26 0 19 46 14 3 74 4 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licen_ed to URBAN CROSSROADS, IRVINE CIS AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 6-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) Intersection #5 Monterey Ave. (NS) / Ramon Rd. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 3 .494 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 555.5 Optimal Cycle: 0 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 1 0 1 1 0 2 0 1 1 0 2 0 1 ------------ j --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 1261 58 113 35 168 51 46 267 727 209 348 34 Growth 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 Initial Bse: 1281 58 113 35 168 51 46 267 727 209 348 34 Added Vol: 0 0 0 0 -16 0 0 0 0 -16 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1281 58 113 35 152 51 46 267 727 193 348 34 User 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 PHF 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 PHF Volume: 1281 58 113 35 152 51 46 267 727 193 348 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1281 58 113 35 152 51 46 267 727 193 348 34 PCE 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 MLF 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 Final Vol. : 1281 58 113 35 152 51 46 267 727 193 348 34 ------------ 1 --------------- --------------- --------------- --------------- Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.96 0.04 1.00 0.37 1.63 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 367 17 428 119 523 344 350 741 406 345 725 387 ------------ i --------------- � � --------------- � � --------------- ! -------------- Capacity Analysis Module: Vol/Sat: 3 .49 3 .49 0.26 0.29 0.29 0.15 0.13 0.36 1.78 0.56 0.48 0.09 Crit Moves: **** **** **** **** Delay/Veh: 1146 1146 13.7 18.0 17.8 14.5 14.2 17.3 362.3 25.0 21.1 12.7 Delay 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 AdjDel/Veh: 1146 1146 13.7 18.0 17.8 14.5 14.2 17.3 382.3 25.0 21.1 12.7 LOS by Move: F F B C C B B C F D C S ApproachDel: 1057.8 17.1 272.3 21.9 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 1057.8 17.1 272.3 21.9 LOS by Appr: F C F C Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE � 0 AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:34 Page 6-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #5 Monterey Ave. (NS) / Ramon Rd. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.660 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 31.8 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- ---------------11--------------- � Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Min. Green: 10 20 20 10 20 20 20 20 20 20 20 20 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- 11 --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 1281 58 113 35 168 51 46 267 727 209 348 34 Growth 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 Initial Bse: 1281 58 113 35 168 51 46 267 727 209 348 34 Added Vol: 0 0 0 0 -16 0 0 0 0 -16 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1281 58 113 35 152 51 46 267 727 193 348 34 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 1281 58 113 35 152 51 46 267 0 193 348 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1281 58 113 35 152 51 46 267 0 193 348 34 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 1281 58 113 35 152 51 46 267 0 193 348 34 ------------ --------------- --------------- --------------- 11 --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 0.95 0.95 0.85 0.43 0.95 1.00 0.50 0.95 0.85 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 1900 1615 1805 3610 1615 807 3610 1900 954 3610 1615 ------------ I --------------- H --------------- 11 --------------- 11--------------- I Capacity Analysis Module: Vol/Sat: 0.37 0.03 0.07 0.02 0.04 0.03 0.06 0.07 0.00 0.20 0.10 0.02 Crit Moves: **** **** **** Green/Cycle: 0.49 0.44 0.44 0.22 0.17 0.17 0.27 0.27 0.00 0.27 0.27 0.27 Volume/Cap: 0.75 0.07 0.16 0.09 0.25 0.19 0.21 0.27 0.00 0.75 0.36 0.08 Delay/Veh: 26.7 19.7 20.6 37.5 43.7 43.4 34.4 34.7 0.0 51.6 35.6 32.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 26.7 19.7 20.6 37.5 43.7 43.4 34.4 34.7 0.0 51.6 35.6 32.7 DesignQueue: 48 2 4 2 9 3 2 13 0 10 17 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 6-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) ##*#*##**********#**#****************************************#****************** Intersection #5 Monterey Ave. (NS) / Ramon Rd. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 3.019 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 538.0 Optimal Cycle: 0 Level Of Service: F ***#**#********#**#*###*****#**#**#*********************************#********#** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- 11 --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 0 1 1 0 1 1 0 2 0 1 1 0 2 0 1 ------------ I --------------- --------------- --------------- 11 --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 856 193 238 42 114 52 68 509 1188 160 301 52 Growth 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 Initial Bse: 856 193 238 42 114 52 68 509 1188 160 301 52 Added Vol: 0 0 0 0 12 0 0 0 0 12 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 856 193 238 42 126 52 68 509 1188 172 301 52 User 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 PHF 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 PHF Volume: 856 193 238 42 126 52 68 509 1188 172 301 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 .Reduced Vol: 856 193 238 42 126 52 68 509 1188 172 301 52 PCE 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 MLF 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 Final Vol. : 856 193 238 42 126 52 68 509 1188 172 301 52 ------------ j --------------- --------------- --------------- --------------- I Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0.82 0.18 1.00 0.50 1.50 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 302 68 411 146 444 316 340 723 393 309 644 341 ------------ I --------------- --------------- --------------- --------------- I Capacity Analysis Module: Vol/Sat: 2.83 2.83 0.58 0.29 0.28 0.16 0.20 0.70 3.02 0.56 0.47 0.15 Crit Moves: **** **** **** **** Delay/Veh: 852.5 853 22.1 19.3 19.0 15.9 15.5 32.3 934.0 27.2 22.6 14.8 Delay 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 AdjDel/Veh: 852.5 853 22.1 19.3 19.0 15.9 15.5 32.3 934.0 27.2 22.6 14.8 LOS by Move: F F C C C C C D F D C B ApproachDel: 699.0 18.3 638.5 23.4 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 699.0 18.3 638.5 23.4 LOS by Appr: F C F C *****#***********#********#***********###****#*#******#****##******#*****#****** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:02 Page 6-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 45 Monterey Ave. (NS) / Ramon Rd. (EW) Cycle (sec) : 120 Critic:_ Vol./Cap. (X) : 0.573 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 30.5 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Permitted Permitted Rights: Include Include Ignore Include Min. Green: 10 20 20 10 20 20 20 20 20 20 20 20 Lanes: 2 0 1 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: 2020 PM w/o O.C. Base Vol: 856 193 238 42 114 52 68 509 1188 160 301 52 Growth 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 Initial Bse: 856 193 238 42 114 52 68 509 1188 160 301 52 Added Vol: 0 0 0 0 12 0 0 0 0 12 0 0 PasserByVol: 0 D 0 0 0 0 0 0 0 0 0 0 Initial Fut: 856 193 238 42 126 52 68 509 1188 172 301 52 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 856 193 238 42 126 52 68 509 0 172 301 52 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 856 193 238 42 126 52 68 509 0 172 301 52 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.D0 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1. 1.00 1.00 Final Vol. : 856 193 238 42 126 52 68 509 0 - 301 52 ------------ I --------------- --------------- --------------- ii --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 0.95 0.95 0.65 0.51 0.95 1.00 0.36 0.95 0.85 Lanes: 2.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 1900 1615 1805 3610 1615 975 3610 1900 686 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.24 0.10 0.15 0.02 0.03 0.03 0.07 0.14 0.00 0.25 0.06 0.03 Crit Moves: **** **** **** Green/Cycle: 0.37 0.36 0.36 0.18 0.17 0.17 0.38 0.38 0.00 0.38 0.38 0.38 Volume/Cap: 0.65 0.28 0.41 0.13 0.21 0.19 0.18 0.37 0.00 0.65 0.22 0.08 Delay/Veh: 32.3 27.5 29.2 41.5 43.3 43.4 24.7 26.7 0.0 36.2 24.9 23.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.3 27.5 29.2 41.5 43.3 43.4 24.7 26.7 0.0 36.2 24.9 23.6 DesignQueue: 38 8 10 2 7 3 3 22 0 7 13 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE (�22 AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 7-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 46 Monterey Ave. (NS) / Varner Rd. (EW) **************k*****x****kkkk***k*kk*kkk*****k*kkkk*k#****k****k****xk*k******** Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.702 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29.6 Optimal Cycle: 90 Level Of Service: C ***k*k***k*k***k*****#*k*********k#*k***k****#kk*k**#****k*kkk**kkk*k***#******* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 3 0 1 1 0 1 1 1 2 0 2 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: 2020 AM w/o O.C. Base Vol: 291 1172 180 131 1040 52 17 126 561 152 210 271 Growth 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 Initial Bse: 291 1172 180 131 1040 52 17 126 561 152 210 271 Added Vol: 0 0 0 0 -32 0 0 0 -16 -16 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 291 1172 180 131 1008 52 17 126 545 136 210 271 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 291 1172 0 131 1008 0 17 126 545 136 210 271 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 291 1172 0 131 1008 0 17 126 545 136 210 271 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 291 1172 0 131 1008 0 17 126 545 136 210 271 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 0.95 0.91 1.00 0.95 0.83 0.83 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1900 1805 5187 1900 1805 1585 3170 3502 3610 1615 ------------ ; --------------- --------------- H --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.32 0.00 0.07 0.19 0.00 0.01 0.08 0.17 0.04 0.06 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.42 0.00 0.11 0.35 0.00 0.11 0.22 0.22 0.11 0.22 0.22 Volume/Cap: 0.47 0.77 0.00 0.65 0.55 0.00 0.08 0.36 0.77 0.35 0.26 0.75 Delay/Veh: 33 .8 24.8 0.0 45.8 23 .6 0.0 36.1 29.6 37.1 37.5 29.0 41.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.8 24.8 0.0 45.8 23.6 0.0 36.1 29.6 37.1 37.5 29.0 41.3 DesignQueue: 12 37 0 6 34 0 1 5 22 6 8 11 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �3 AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:34 Page 7-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #6 Monterey Ave. (NS) / Varner Rd. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.702 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 28.4 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- H --------------- I Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Ovl Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 3 0 1 1 0 1 1 1 2 0 2 0 1 ------------ ; --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 291 1172 180 131 1040 52 17 126 561 152 210 271 Growth 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 Initial Bse: 291 1172 180 131 1040 52 17 126 561 152 210 271 Added Vol: 0 0 0 0 -32 0 0 0 -16 -16 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 291 1172 180 131 1008 52 17 126 545 136 210 271 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 291 1172 0 131 1008 0 17 126 545 136 210 271 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 291 1172 0 131 1008 0 17 126 545 136 210 271 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol . : 291 1172 0 131 1008 0 17 126 545 136 210 271 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Ad3ustment: 0.92 0.95 1.00 0.95 0.91 1.00 0.95 0.83 0.83 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 3 .00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1900 1805 5187 1900 1805 1565 3170 3502 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.08 0.32 0.00 0.07 0.19 0.00 0.01 0.08 0.17 0.04 0.06 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.42 0.00 0.11 0.35 0.00 0.11 0.22 0.22 0.11 0.22 0.33 Volume/Cap: 0.47 0.77 0.00 0.65 0.55 0.00 0.08 0.36 0.77 0.35 0.26 0.50 Delay/Veh: 33 .8 24.8 0.0 45.8 23 .6 0.0 36.1 29.6 37.1 37.5 29.0 24.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.8 24.8 0.0 45.8 23 .6 0.0 36.1 29.6 37.1 37.5 29.0 24.7 DesignQueue: 12 37 0 6 34 0 1 5 22 6 8 9 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Q2-�- PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 7-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #6 Monterey Ave. (NS) / Varner Rd. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.789 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.9 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ignore Ignore Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 3 0 1 1 0 1 1 1 2 0 2 0 1 ------------ I --------------- --------------- --------------- ---------------� Volume Module: 2020 PM w/o O.C. Base Vol: 261 1113 277 165 1395 33 26 278 723 184 174 135 Growth 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 Initial Bse: 261 1113 277 165 1395 33 26 278 723 184 174 135 Added Vol: 0 -1 0 0 25 0 0 0 12 12 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 261 1112 277 165 1420 33 26 278 735 196 174 135 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 261 1112 0 165 1420 0 26 278 735 196 174 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 261 1112 0 165 1420 0 26 278 735 196 174 135 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 261 1112 0 165 1420 0 26 278 735 196 174 135 ------------ I --------------- --------------- --------------- ---------- i Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 0.95 0.91 1.00 0.95 0.85 0.85 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1900 1805 5187 1900 1805 1608 3217 3502 3610 1615 ------------ I --------------- --------------- ii --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.07 0.31 0.00 0.09 0.27 0.00 0.01 0.17 0.23 0.06 0.05 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.37 0.00 0.11 0.37 0.00 0.13 0.27 0.27 0.11 0.26 0.26 Volume/Cap: 0.67 0.83 0.00 0.82 0.74 0.00 0.11 0.63 0.83 0.50 0.19 0.33 Delav/Veh: 42.9 30.4 0.0 62.3 26.2 0.0 34.9 29.4 35.8 38.7 26.2 27.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.9 30.4 0.0 62.3 26.2 0.0 34.9 29.4 35.8 38.7 26.2 27.6 DesignQueue: 12 38 0 8 46 0 1 10 26 9 7 5 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE a25 PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:03 Page 7-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #6 Monterey Ave. (NS) / Varner Rd. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.789 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 31.7 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Ignore Ignore Include OV1 Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 3 0 1 1 0 1 1 1 2 0 2 0 1 ------------ I --------------- 11--------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 261 1113 277 165 1395 33 26 278 723 184 174 135 Growth 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 Initial Bse: 261 1113 277 165 1395 33 26 278 723 184 174 135 Added Vol: 0 -1 0 0 25 0 0 0 12 12 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 261 1112 277 165 1420 33 26 278 735 196 174 135 User Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 261 1112 0 165 1420 0 26 278 735 196 174 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 261 1112 0 165 1420 0 26 278 735 196 174 135 PCE Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 261 1112 0 165 1420 0 26 278 735 196 174 135 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 0.95 0.91 1.00 0.95 0.85 0.85 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 3.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1900 1805 5187 1900 1805 1608 3217 3502 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.07 0.31 0.00 0.09 0.27 0.00 0.01 0.17 0.23 0.06 0.05 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.37 0.00 0.11 0.37 0.00 0.13 0.27 0.27 0.11 0.26 0.37 Volume/Cap: 0.67 0.83 0.00 0.82 0.74 0.00 0.11 0.63 0.83 0.50 0.19 0.23 Delay/Veh: 42.9 30.4 0.0 62.3 26.2 0.0 34.9 29.4 35.8 38.7 26.2 19.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.9 30.4 0.0 62.3 26.2 0.0 34.9 29.4 35.8 38.7 26.2 19.8 DesignQueue: 12 38 0 8 48 0 1 10 28 9 7 4 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 8-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ************************************************************x******************* Intersection #7 Monterey Ave. (NS) / I-10 Fwy. WB Ramps (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.915 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 33.1 Optimal Cycle: ill Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 ---------------11 --------------- Control: Protected Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 10 15 0 0 15 15 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------ j --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 845 1428 0 0 1753 57 0 0 0 635 0 364 Growth 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 Initial Bse: 845 1428 0 0 1753 57 0 0 0 635 0 364 Added Vol: 0 0 0 0 -64 0 0 0 0 -32 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 845 1428 0 0 1689 57 0 0 0 603 0 364 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 845 1428 0 0 1689 0 0 0 0 603 0 364 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 845 1428 0 0 1689 0 0 0 0 603 0 364 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 845 1428 0 0 1689 0 0 0 0 603 0 364 ------------ ; --------------- ; --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.74 1.00 0.74 Lanes: 2.00 2.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.62 0.00 1.38 Final Sat. : 3502 3610 0 0 5187 1900 0 0 0 2271 0 1926 ------------ I --------------- --------------- --------------- ---------------i Capacity Analysis Module: Vol/Sat: 0.24 0.40 0.00 0.00 0.33 0.00 0.00 0.00 0.00 0.27 0.00 0.19 Crit Moves: **** **** *x** Green/Cycle: 0.26 0.62 0.00 0.00 0.36 0.00 0.00 0.00 0.00 0.29 0.00 0.29 Volume/Cap: 0.91 0.64 0.00 0.00 0.91 0.00 0.00 0.00 0.00 0.92 0.00 0.66 Delay/Veh: 48.7 12.5 0.0 0.0 38.0 0.0 0.0 0.0 0.0 47.2 0.0 32.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.7 12.5 0.0 0.0 38.0 0.0 0.0 0.0 0.0 47.2 0.0 32.3 DesignQueue: 37 33 0 0 65 0 0 0 0 25 0 15 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 0 21 AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:35 Page 8-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #7 Monterey Ave. (NS) / I-10 Fwy. WB Ramps (EW) Cycle (sec) : 120 Critical '' 1./Cap. (X) : 0.721 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 29.0 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- --------------- --------------- � Control: Protected Permitted Split Phase Split Phase Rights: Include Include Include Ignore Min. Green: 10 15 0 0 15 15 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 3 1 0 0 0 0 0 0 2 0 0 0 1 ------------ I ---------------11--------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 845 1428 0 0 1753 57 0 0 0 635 0 364 Growth 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 Initial Bse: 845 1428 0 0 1753 57 0 0 0 635 0 364 Added Vol: 0 0 0 0 -64 0 0 0 0 -32 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 845 1428 0 0 1689 57 0 0 0 603 0 364 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 845 1428 0 0 1689 57 0 0 0 603 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 845 1428 0 0 1689 57 0 0 0 603 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 845 1428 0 0 1689 57 0 0 0 603 0 0 ------------ j --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 0.91 1.00 1.00 1.00 0.92 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 3.87 0.13 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat. : 3502 3610 0 0 6657 225 0 0 0 3502 0 1900 ------------ I --------------- --------------- --------------- --------------- I Capacity Analysis Module: Vol/Sat: 0.24 0.40 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.17 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.33 0.69 0.00 0.00 0.35 0.35 0.00 0.00 0.00 0.24 0.00 0.00 Volume/Cap: 0.72 0.58 0.00 0.00 0.72 0.72 0.00 0.00 0.00 0.72 0.00 0.00 Delay/Veh: 37.3 10.1 0.0 0.0 34.9 34.9 0.0 0.0 0.0 45.1 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.3 10.1 0.0 0.0 34.9 34.9 0.0 0.0 0.0 45.1 0.0 0.0 DesignQueue: 40 33 0 0 78 3 0 0 0 32 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, 17 'INE PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 8-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #7 Monterey Ave. (NS) / I-10 Fwy. WB Ramps (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.130 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 74.0 Optimal Cycle: 120 Level Of Service: E Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- Ij --------------- Ij --------------- j1 --------------- j Control: Protected Permitted Permitted Permitted Rights: Include Ignore Include Include Min. Green: 10 15 0 0 15 15 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------ I --------------- --------------- --------------- --------------- j Volume Module: 2020 PM w/o O.C. Base Vol: 1032 1509 0 0 2301 59 0 0 0 621 0 353 Growth 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 Initial Bse: 1032 1509 0 0 2301 59 0 0 0 621 0 353 Added Vol: -1 -2 0 0 49 0 0 0 0 25 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1031 1507 0 0 2350 59 0 0 0 646 0 353 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1031 1507 0 0 2350 0 0 0 0 646 0 353 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1031 1507 0 0 2350 0 0 0 0 646 0 353 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 1031 1507 0 0 2350 0 0 0 0 646 0 353 - --------------- j Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.74 1.00 0.74 Lanes: 2.00 2.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.65 0.00 1.35 Final Sat. : 3502 3610 0 0 5187 1900 0 0 0 2302 0 1892 ------------ I --------------- Ij --------------- j1 --------------- jj --------------- I Capacity Analysis Module: Vol/Sat: 0.29 0.42 0.00 0.00 0.45 0.00 0.00 0.00 0.00 0.28 0.00 0.19 Crit Moves: **** **** **** Green/Cycle: 0.26 0.66 0.00 0.00 0.40 0.00 0.00 0.00 0.00 0.25 0.00 0.25 Volume/Cap: 1.13 0.63 0.00 0.00 1.13 0.00 0.00 0.00 0.00 1.13 0.00 0.75 Delay/Veh: 108.9 10.3 0.0 0.0 94.7 0.0 0.0 0.0 0.0 111.1 0.0 37.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 108.9 10.3 0.0 0.0 94.7 0.0 0.0 0.0 0.0 111.1 0.0 37.2 DesignQueue: 46 32 0 0 88 0 0 0 0 29 0 15 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 021 PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:03 Page 8-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #7 Monterey Ave. (NS) / I-10 Fwy. WB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.896 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 34.7 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Permitted Split Phase Split Phase Rights: Include Include Include Ignore Min. Green: 10 15 0 0 15 15 0 0 0 0 0 0 Lanes: 2 0 2 0 0 0 0 3 1 0 0 0 0 0 0 2 0 0 0 1 ------------ j --------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 1032 1509 0 0 2301 59 0 0 0 621 0 353 Growth 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 Initial Bse: 1032 1509 0 0 2301 59 0 0 0 621 0 353 Added Vol: -1 -2 0 0 49 0 0 0 0 25 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1031 1507 0 0 2350 59 0 0 0 646 0 353 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 1031 1507 0 0 2350 59 0 0 0 646 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1031 1507 0 0 2350 59 0 0 0 646 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 1031 1507 0 0 2350 59 0 0 0 646 0 0 ------------ j --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 1.00 1.00 0.91 0.91 1.00 1.00 1.00 0.92 1.00 1.00 Lanes: 2.00 2.00 0.00 0.00 3.90 0.10 0.00 0.00 0.00 2.00 0.00 1.00 Final Sat. : 3502 3610 0 0 6720 169 0 0 0 3502 0 1900 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.29 0.42 0.00 0.00 0.35 0.35 0.00 0.00 0.00 0.18 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.33 0.72 0.00 0.00 0.39 0.39 0.00 0.00 0.00 0.21 0.00 0.00 Volume/Cap: 0.90 0.58 0.00 0.00 0.90 0.90 0.00 0.00 0.00 0.90 0.00 0.00 Delay/Veh: 47.7 8.5 0.0 0.0 38.7 38.7 0.0 0.0 0.0 60.2 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.7 8.5 0.0 0.0 38.7 38.7 0.0 0.0 0.0 60.2 0.0 0.0 DesignQueue: 50 32 0 0 104 3 0 0 0 36 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �30 AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 9-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #8 Monterey Ave. (NS) / I-10 Fwy. EB Ramps (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.957 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 32.1 Optimal Cycle: 100 Level Of Service: C *«««#*«**#*######«*#x#«##*#***#*#**#***#x**«*#***«##****#******#******##*##**#x* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ ! --------------- H --------------- 11 --------------- H --------------- I Volume Module: 2020 AM w/o O.C. Base Vol: 0 2246 716 425 1964 0 47 0 771 0 0 0 Growth 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 Initial Bse: 0 2246 716 425 1964 0 47 0 771 0 0 0 Added Vol: 0 0 0 0 -96 0 0 0 -32 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2246 716 425 1868 0 47 0 739 0 0 0 User 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 PHF 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 PHF Volume: 0 2246 716 425 1868 0 47 0 739 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2246 716 425 1868 0 47 0 739 0 0 0 PCE 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 MLF 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 Final Vol. : 0 2246 716 425 1868 0 47 0 739 0 0 0 ------------ j --------------- --------------- --------------- --------------- ! Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.95 1.00 0.81 1.00 0.81 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 1.06 0.00 1.94 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 3610 0 1622 0 2970 0 0 0 ------------ ; --------------- H --------------- 11 --------------- 1 ; --------------- I Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.44 0.12 0.52 0.00 0.03 0.00 0.25 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.44 0.44 0.17 0.60 0.00 0.25 0.00 0.25 0.00 0.00 0.00 Volume/Cap: 0.00 0.99 1.01 0.73 0.86 0.00 0.12 0.00 1.01 0.00 0.00 0.00 Delay/Veh: 0.0 33.1 54.0 28.3 13.3 0.0 17.6 0.0 58.2 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 33.1 54.0 28.3 13.3 0.0 17.6 0.0 58.2 0.0 0.0 0.0 DesignQueue: 0 47 15 12 28 0 1 0 20 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 0-� AM (2020+P1) w/o CC imp Tue Oct 1, 2002 10:25:35 Page 9-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) xxxxxxxxxxxxxxxxxxxx«xxxx«««x«««xxxxx«xxxxxxxx«xxxxx«x«««««xx««xxx««xxxxxxx««««« Intersection 48 Monterey Ave. (NS) / I-10 Fwy. EB Ramps (EW) zzxxxxxxxxxxxxxxxx«««xxxxxxxxxx««««xxx««««x«xxxxx«««xtxxx«««z«x««xxx««««««««xx«z Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.852 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 28.3 Optimal Cycle: 120 Level Of Service: C xxxxxxxxxxxx«x««xxxxxxx««««xxxxxxx«««xxxxxxx««««««xxxxxxx«««««xx««««««««xxxxx«xx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- � Control: Permitted Protected Split Phase Split Phase Rights: Ignore Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ ; --------------- ! --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 0 2246 716 425 1964 0 47 0 771 0 0 0 Growth 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 Initial Bse: 0 2246 716 425 1964 0 47 0 771 0 0 0 Added Vol: 0 0 0 0 -96 0 0 0 -32 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2246 716 425 1868 0 47 0 739 0 0 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2246 0 425 1868 0 47 0 739 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2246 0 425 1868 0 47 0 739 0 0 0 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 2246 0 425 1868 0 47 0 739 0 0 0 ------------ --------------- --------------- H --------------- H --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 0.92 0.91 1.00 0.86 1.00 0.86 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.06 0.00 1.94 0.00 0.00 0.00 Final Sat. : 0 5187 1900 3502 5187 0 1725 0 3157 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.43 0.00 0.12 0.36 0.00 0.03 0.00 0.23 0.00 0.00 0.00 Crit Moves: xxxx xxxx xxzx Green/Cycle: 0.00 0.51 0.00 0.14 0.65 0.00 0.27 0.00 0.27 0.00 0.00 0.00 Volume/Cap: 0.00 0.85 0.00 0.85 0.55 0.00 0.10 0.00 0.85 0.00 0.00 0.00 Delay/Veh: 0.0 28.5 0.0 63.5 11.7 0.0 32.5 0.0 48.9 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 28.5 0.0 63.5 11.7 0.0 32.5 0.0 48.9 0.0 0.0 0.0 DesignQueue: 0 82 0 25 48 0 2 0 36 0 0 0 x xxxxzzzzxxxxxxzzzxzx««zzxxzx««x►zzxxzxzzxzzzzzxxzxxxxzxzzx«xzzxxx«xxzxxxxzxzzxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE a32- PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 9-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) xx«x«x«xxx«xxxxxxxxx««xxxxxxxxx«««x««««xxxxx«x«x««x««x«xxxx«xxxxx«x«xxxx««xxxxx« Intersection 48 Monterey Ave. (NS) / I-10 Fwy. EB Ramps (EW) «x«xxxxxxx«xx«xxxx««««x««««x«xx«xx««««x«x«««««x«xxxxx«««xx«x««xxxxxx«xx«xxxxxxxx Cycle (sec) : 60 Critical Vol./Cap. W : 1.166 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 255.3 Optimal Cycle: 120 Level Of Service: F x««««xxxxx«xxx«xxx««««xx««««xxx««xx«x«xx«xxx«x«««««««x««««x««««««««xxxxxxxx«««xx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- � Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 2 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ j --------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 0 2449 1026 451 2470 0 91 0 798 0 0 0 Growth 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 Initial Bse: 0 2449 1026 451 2470 0 91 0 798 0 0 0 Added Vol: 0 -3 -1 0 74 0 0 0 25 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2446 1025 451 2544 0 91 0 823 0 0 0 User 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 PHF 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 PHF Volume: 0 2446 1025 451 2544 0 91 0 823 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2446 1025 451 2544 0 91 0 823 0 0 0 PCE 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 MLF 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 Final Vol. : 0 2446 1025 451 2544 0 91 0 823 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.85 0.92 0.95 1.00 0.80 1.00 0.80 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 2.00 0.00 1.10 0.00 1.90 0.00 0.00 0.00 Final Sat. : 0 5187 1615 3502 3610 0 1663 0 2873 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.47 0.63 0.13 0.70 0.00 0.05 0.00 0.29 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.27 0.27 0.41 0.68 0.00 0.17 0.00 0.17 0.00 0.00 0.00 Volume/Cap: 0.00 1.72 2.32 0.31 1.03 0.00 0.33 0.00 1.72 0.00 0.00 0.00 Delay/Veh: 0.0 349 621.2 12.1 36.2 0.0 22.1 0.0 356.5 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 349 621.2 12.1 36.2 0.0 22.1 0.0 356.5 0.0 0.0 0.0 DesignQueue: 0 67 29 9 33 0 3 0 24 0 0 0 xxxx«xxxx«x+xxxx+xxxxxxxx««xxxxxxxxxxxxxxxxxxx«««««x««««««x«xxxxxxx«xxx«x«xxxx«x Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �3� PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:03 Page 9-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #8 Monterey Ave. (NS) / I-10 Fwy. EB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. W : 0.935 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 33.4 Optimal Cycle: 120 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11--------------- � Control: Permitted Protected Split Phase Split Phase Rights: Ignore Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 3 0 1 2 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ I ---------------11 --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 0 2449 1026 451 2470 0 91 0 798 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 l.o0 1.00 Initial Bse: 0 2449 1026 451 2470 0 91 0 798 0 0 0 Added Vol: 0 -3 -1 0 74 0 0 0 25 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2446 1025 451 2544 0 91 0 823 0 0 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 2446 0 451 2544 0 91 0 823 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2446 0 451 2544 0 91 0 823 0 0 0 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 2446 0 451 2544 0 91 0 823 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 0.92 0.91 1.00 0.86 1.00 0.86 1.00 1.00 1.00 Lanes: 0.00 3.00 1.00 2.00 3.00 0.00 1.10 0.00 1.90 0.00 0.00 0.00 Final Sat. : 0 5187 1900 3502 5187 0 1798 0 3108 0 0 0 ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.47 0.00 0.13 0.49 0.00 0.05 0.00 0.26 c, 00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.50 0.00 0.14 0.64 0.00 0.28 0.00 0.28 0.00 0.00 0.00 Volume/Cap: 0.00 0.94 0.00 0.94 0.76 0.00 0.18 0.00 0.94 0.00 0.00 0.00 Delay/Veh: 0.0 35.1 0.0 76.9 16.2 0.0 32.5 0.0 57.5 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 35.1 0.0 76.9 16.2 0.0 32.5 0.0 57.5 0.0 0.0 0.0 DesignQueue: 0 91 0 27 69 0 4 0 42 0 0 0 Traf.:LX 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 0 3+ AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 10-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #9 Monterey Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.215 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 110.2 Optimal Cycle: 120 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Ignore Include Include Min. Green: 10 25 25 10 25 25 10 25 25 10 25 25 Lanes: 2 0 2 1 0 1 0 3 0 1 2 0 1 0 1 1 0 1 1 0 ------------ ; --------------- --------------- --------------- 11--------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 202 1549 50 400 1305 710 803 188 122 50 282 611 Growth 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 Initial Bse: 202 1549 50 400 1305 710 803 188 122 50 282 611 Added Vol: 0 0 0 -80 -48 0 0 -16 -16 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 1549 50 320 1257 710 803 172 106 50 282 611 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 202 1549 50 320 1257 0 803 172 106 50 282 611 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 1549 50 320 1257 0 803 172 106 50 282 611 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 202 1549 50 320 1257 0 803 172 106 50 282 611 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 0.95 0.91 1.00 0.92 1.00 0.85 0.95 0.85 0.85 Lanes: 2.00 2.91 0.09 1.00 3.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 3502 5000 161 1805 5187 1900 3502 1900 1615 1805 1619 1619 ------------ I --------------- --------------- H --------------- II --------------- I Capacity Analysis Module: Vol/Sat: 0.06 0.31 0.31 0.18 0.24 0.00 0.23 0.09 0.07 0.03 0.17 0.38 Crit Moves: Green/Cycle: 0.08 0.25 0.25 0.15 0.32 0.00 0.19 0.36 0.36 0.14 0.31 0.31 Volume/Cap: 0.69 1.22 1.22 1.22 0.76 0.00 1.22 0.25 0.18 0.19 0.56 1.22 Delay/Veh: 60.5 149 148.8 177.7 39.1 0.0 159.1 27.5 26.7 45.7 35.0 150.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.Q0 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.5 149 148.8 177.7 39.1 0.0 159.1 27.5 26.7 45.7 35.0 150.5 DesignQueue: 13 83 3 19 61 0 46 8 5 3 13 31 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) w/o OC impi Thu Oct 3, 2002 15:27:44 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (without Portola Ave. Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) *********#**#*******************#***#**********#***##*###******#*******####**#*# Intersection #9 Monterey Ave. (NS) / Dinah Shore Dr. (EW) ***###**#**#*********************#****************#***#*****************###*##** Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.597 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 37.6 Optimal Cycle: 120 Level Of Service: D #**##****###**********#*****#*#*#**************************************#*#****** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Split Phase Split Phase Rights: Include Ignore Ovl Ignore Min. Green: 10 25 25 10 25 25 25 25 25 25 25 25 Lanes: 2 0 3 1 0 3 0 3 0 1 2 1 1 0 1 1 0 2 0 1 ------------ ; --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 202 1549 50 400 1305 710 803 188 122 50 282 611 Growth 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 Initial Bse: 202 1549 50 400 1305 710 803 188 122 50 282 611 Added Vol: 0 0 0 -80 -48 0 0 -16 -16 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 1549 50 320 1257 710 803 172 106 50 282 611 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 202 1549 50 320 1257 0 803 172 106 50 262 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 1549 50 320 1257 0 803 172 106 50 282 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Final Vol. : 202 1549 50 320 1257 0 803 172 106 50 282 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.91 0.92 0.91 1.00 0.88 0.91 0.85 0.95 0.95 1.00 Lanes: 2.00 3.87 0.13 3.00 3.00 1.00 3.00 1.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 6666 215 5253 5187 1900 5042 1733 1615 1805 3610 1900 ------------ I --------------- --------------- --------------- --------------- j Capacity Analysis Module: Vol/Sat: 0.06 0.23 0.23 0.06 0.24 0.00 0.16 0.10 0.07 0.03 0.08 0.00 Crit Moves: **** **** **** ***# Green/Cycle: 0.09 0.37 0.37 0.08 0.36 0.00 0.24 0.24 0.33 0.21 0.21 0.00 Volume/Cap: 0.66 0.63 0.63 0.73 0.66 0.00 0.66 0.41 0.20 0.13 0.37 0.00 Delay/Veh: 58.5 31.7 31.7 59.9 32.8 0.0 42.4 36.6 29.3 38.8 41.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.5 31.7 31.7 59.9 32.8 0.0 42.4 38.6 29.3 38.8 41.1 0.0 DesignQueue: 12 69 2 20 57 0 42 9 5 3 15 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �� AM (2020+P1) w/o OC imp2 Thu Oct 3, 2002 14:07:49 Page 2-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Urban Interchange (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 49 Monterey Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. W : 0.443 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 23.0 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Ovl Ignore Include Ovl Min. Green: 20 0 20 20 0 20 10 25 25 10 25 25 Lanes: 2 0 0 0 1 2 0 0 0 1 2 0 1 0 1 1 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020+P1 AM w/o OC Base Vol: 202 0 50 320 0 710 803 172 106 50 282 611 Growth 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 Initial Bse: 202 0 50 320 0 710 803 172 106 50 282 611 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 202 0 50 320 0 0 803 172 106 50 282 611 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 0 50 320 0 0 803 172 106 50 282 611 PCE Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 202 0 50 320 0 0 803 172 106 50 282 611 ------------ I --------------- --------------- --------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 1.00 0.85 0.92 1.00 1.00 0.92 1.00 0.85 0.95 0.95 0.85 Lanes: 2.00 0.00 1.00 2.00 0.00 1.00 2.00 1.00 1.00 1.00 2.00 1.00 Final Sat. : 3502 0 1615 3502 0 1900 3502 1900 1615 1805 3610 1615 ------------ ; --------------- --------------- --------------- --------------- I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.03 0.09 0.00 0.00 0.23 0.09 0.07 0.03 0.08 0.38 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.00 0.42 0.22 0.00 0.00 0.40 0.48 0.48 0.19 0.28 0.50 Volume/Cap: 0.26 0.00 0.07 0.41 0.00 0.00 0.57 0.19 0.14 0.14 0.28 0.76 Delay/Veh: 29.1 0.0 15.9 30.3 0.0 0.0 21.6 13.3 12.9 30.3 25.6 22.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.1 0.0 15.9 30.3 0.0 0.0 21.6 13.3 12.9 30.3 25.6 22.2 DesignQueue: 8 0 1 13 0 0 26 5 3 2 10 17 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) w/o OC imp Mon Oct 7, 2002 16:55:11 Page 11-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Intersection #10 Monterey Ave. (NS) / Market Place Wy. (EW) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx**xxxxxxx*xxxxxxxx*xxxxxxxxxxxxxxxxxx Cycle (sec) : 120 Critical Vol./Cap. W : 0.758 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30.7 Optimal Cycle: 120 Level Of Service: C xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- li --------------- --------------- H --------------- I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 15 15 10 15 15 10 25 25 10 25 25 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 2 0 0 1 0 ------------ --------------- 11 --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 72 1918 62 123 1273 81 67 62 74 150 75 225 Growth 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 Initial Bse: 72 1918 62 123 1273 81 67 62 74 150 75 225 Added Vol: 0 -1 12 25 25 0 0 12 0 -1 0 -1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 72 1917 74 148 1298 81 67 74 74 149 75 224 User 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 PHF 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 PHF Volume: 72 1917 74 148 1298 81 67 74 74 149 75 224 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 1917 74 148 1298 81 67 74 74 149 75 224 PCE 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 MLF 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 Final Vol. : 72 1917 74 148 1298 81 67 74 74 149 75 224 ------------ I --------------- ; 1 --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.95 0.93 0.93 0.92 0.89 0.89 Lanes: 1.00 2.89 0.11 1.00 2.82 0.18 1.00 0.50 0.50 2.00 0.25 0.75 Final Sat. : 1805 4964 192 1605 4838 302 1805 879 879 3502 423 1264 ------------- --------------- ! --------------- ! ------------ ! - --------------- Capacity Analysis Module: Vol/Sat: 0.04 0.39 0.3- 0.08 0.27 0.27 0.04 0.08 0.06 C . 04 0.18 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.49 0.49 0.10 0.51 0.51 0.08 0.22 0.22 0.09 0.22 0.22 Volume/Cap: 0.48 0.79 0.79 0.79 0.53 0.53 0.45 0.38 0.38 0.48 0.79 0.79 Delay/Veh: 54.9 27.3 27.3 72.4 20.0 20.0 54.5 40.5 40.5 53.3 54.6 54.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I AdjDel/Veh: 54.9 27.3 27.3 72.4 20.0 20.0 54.5 40.5 40.5 53.3 54.6 54.6 DesignQueue: 4 72 3 9 45 3 4 4 4 9 4 12 xxxxxxxxxxxxxxxx:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed t JRBAN CROSSROADS, IRVINE r �f AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:35 Page 12-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #11 Monterey Ave. (NS) / Proj . Dwy. (EW) Average Delay (sec/veh) : 19.7 Worst Case Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 0 1973 62 62 1364 0 0 0 0 0 0 79 Growth 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 Initial Bse: 0 1973 62 62 1364 0 0 0 0 0 0 79 Added Vol: 0 -16 -16 -16 -16 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1957 46 46 1348 0 0 0 0 0 0 79 User 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 PHF 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 PHF Volume: 0 1957 46 46 1348 0 0 0 0 0 0 79 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 1957 46 46 1348 0 0 0 0 0 0 79 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------ i --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 2003 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 675 Potent Cap. : xxxx xxxx xxxxx 290 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 401 Move Cap. : xxxx xxxx xxxxx 290 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 401 ------------ i --------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 19.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 16.2 LOS by Move: * * * C * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx 16.2 ApproachLOS: * C Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE wi PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:03 Page 12-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection 411 Monterey Ave. (NS) / Proj . Dwy. (EW) Average Delay (sec/veh) : 22.8 Worst Case Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 0 1973 62 62 1364 0 0 0 0 0 0 79 Growth 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 Initial Bse: 0 1973 62 62 1364 0 0 0 0 0 0 79 Added Vol: 0 12 12 12 11 0 0 0 0 0 0 -1 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1985 74 74 1375 0 0 0 0 0 0 78 User 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 PHF 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 PHF Volume: 0 1985 74 74 1375 0 0 0 0 0 0 78 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 1985 74 74 1375 0 0 0 0 0 0 78 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.9 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------ j --------------- --------------- --------------- --------------- I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 2059 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 699 Potent Cap. : xxxx xxxx xxxxx 276 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 387 Move Cap. : xxxx xxxx xxxxx 276 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 387 ------------ --------------- --------------- --------------- � j --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 22.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 16.6 LOS by Move: * * * C * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx 16.6 ApproachLOS: * * * C Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Q4 AM (2020+P1) w/o OC imp Tue Oct 1, 2002 16:12:34 Page 13-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) «#«#########*####*#**###*##*#***##«*###**#*********###*#*****##*##*##**#####**## Intersection #12 Monterey Ave. (NS) / 35th Ave. (EW) #**#«#**#«####*##«####*#**««##*#****#*##*****##*###**###«*##*#*##«**#**#**#*«### Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.488 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 12.0 Optimal Cycle: 90 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- H --------------- I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 20 0 20 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 0 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 0 1995 62 62 1302 0 0 0 0 40 0 40 Growth 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 Initial Bse: 0 1995 62 62 1302 0 0 0 0 40 0 40 Added Vol: 0 -32 -16 -16 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1963 46 46 1302 0 0 0 0 40 0 40 User 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 PHF 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 PHF Volume: 0 1963 46 46 1302 0 0 0 0 40 0 40 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1963 46 46 1302 0 0 0 0 40 0 40 PCE 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 MLF 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 Final Vol. : 0 1963 46 46 1302 0 0 0 0 40 0 40 ------------ j --------------- jj --------------- --------------- --------------- i Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Ad3ustment: 1.00 0.91 0.91 0.95 0.91 1.00 1.00 1.00 1.00 0.83 1.00 0.85 Lanes: 0.00 2.93 0.07 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 5053 118 1805 5187 0 0 0 0 1568 0 1615 ------------ I --------------- --------------- --------------- --------------- j Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.39 0.03 0.25 0.00 0.00 0.00 0.00 0.03 0.00 0.02 Crit Moves: **** **** **** Green/Cycle: 0.00 0.57 0.57 0.11 0.68 0.00 0.00 0.00 0.00 0.22 0.00 0.22 Volume/Cap: 0.00 0.69 0.69 0.23 0.37 0.00 0.00 0.00 0.00 0.11 0.00 0.11 Delay/Veh: 0.0 14.5 14.5 37.1 6.3 0.0 0.0 0.0 0.0 28.1 0.0 28.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 14.5 14.5 37.1 6.3 0.0 0.0 0.0 0.0 28.1 0.0 28.1 DesignQueue: 0 47 1 2 22 0 0 0 0 2 0 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Q LO PM (2020+P1) w/o OC imp Tue Oct 1, 2002 16:15:31 Page 13-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 412 Monterey Ave. (NS) / 35th Ave. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.525 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 12.6 Optimal Cycle: 90 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 20 0 20 Lanes: 0 0 2 1 0 1 0 3 0 0 0 0 0 0 0 1 0 0 0 1 ------------ I --------------- 11 --------------- --------------- 11 --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 0 1995 62 62 1302 0 0 0 0 40 0 40 Growth 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 Initial Bse: 0 1995 62 62 1302 0 0 0 0 40 0 40 Added Vol: 0 25 12 12 -1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 2020 74 74 1301 0 0 0 0 40 0 40 User 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 PHF 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 PHF Volume: 0 2020 74 74 1301 0 0 0 0 40 0 40 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2020 74 74 1301 0 0 0 0 40 0 40 PCE 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 MLF 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 Final Vol. : 0 2020 74 74 1301 0 0 0 0 40 0 40 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 0.91 0.95 0.91 1.00 1.00 1.00 1.00 0.83 1.00 0.85 Lanes: 0.00 2.89 0.11 1.00 3.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 4979 182 1805 5187 0 0 0 0 1568 0 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.41 0.41 0.04 0.25 0.00 0.00 0.00 0.00 0.03 0.00 0.02 Crit Moves: **** **** **** Green/Cycle: 0.00 0.57 0.57 0.11 0.68 0.00 0.00 0.00 0.00 0.22 0.00 0.22 Volume/Cap: 0.00 0.72 0.72 0.37 0.37 0.00 0.00 0.00 0.00 0.11 0.00 0.11 Delay/Veh: 0.0 15.1 15.1 38.2 6.3 0.0 0.0 0.0 0.0 28.1 0.0 28.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 15.1 15.1 38.2 6.3 0.0 0.0 0.0 0.0 28.1 0.0 28.1 DesignQueue: 0 48 2 3 22 0 0 0 0 2 0 2 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Q50 AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 12-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #13 Monterey Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.748 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 37.7 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------ I --------------- 11 --------------- --------------- II ---------------I Volume Module: 2020 AM w/o O.C. Base Vol: 43 1411 28 80 918 217 528 775 76 24 364 118 Growth 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 Initial Bse: 43 1411 28 80 918 217 528 775 76 24 364 118 Added Vol: 0 -48 0 0 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 ' Initial Fut: 43 1363 28 80 918 217 528 759 76 24 364 118 User 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 PHF 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 PHF Volume: 43 1363 28 80 918 217 528 759 76 24 364 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1363 28 80 918 217 528 759 76 24 364 118 PCE 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 MLF 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 Final Vol. : 43 1363 28 80 918 217 528 759 76 24 364 118 ------------ I --------------- 11---------------II--------------- II --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.94 0.94 0.92 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 1.82 0.18 2.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 3235 324 3502 3610 1615 ------------ ; ---------------I � --------------- --------------- --------------- I Capacity Analysis Module: Vol/Sat: 0.02 0.38 0.02 0.04 0.25 0.13 0.15 0.23 0.23 0.01 0.10 0.07 Crit Moves: Green/Cycle: 0.08 0.46 0.46 0.08 0.46 0.46 0.19 0.27 0.27 0.08 0.17 0.17 Volume/Cap: 0.29 0.81 0.04 0.53 0.55 0.29 0.81 0.87 0.87 0.08 0.60 0.44 Delay/Veh: 52.7 30.8 17.5 56.4 23.5 20.1 54.6 50.8 50.8 50.9 48.1 46.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.7 30.8 17.5 56.4 23.5 20.1 54.6 50.8 50.8 50.9 48.1 46.1 DesignQueue: 3 54 1 5 35 8 30 39 4 1 21 7 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ��I AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:35 Page 14-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #13 Monterey Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.652 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30.3 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 1 1 0 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 43 1411 28 80 918 217 528 775 76 24 364 118 Growth 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 Initial Bse: 43 1411 28 80 918 217 528 775 76 24 364 118 Added Vol: 0 -48 0 0 0 0 0 -16 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 43 1363 28 80 918 217 528 759 76 24 364 118 User 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 PHF 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 PHF Volume: 43 1363 28 80 918 217 528 759 76 24 364 118 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 43 1363 28 80 918 217 528 759 76 24 364 118 PCE 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 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.00 1.00 Final Vol. : 43 1363 28 80 918 217 528 759 76 24 364 116 ------------ --------------- --------------- --------------- --------------- j Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.91 0.85 0.92 0.94 0.94 0.92 0.95 0.85 Lanes: 1.00 2.94 0.06 1.00 3.00 1.00 2.00 1.82 0.18 2.00 2.00 1.00 Final Sat. : 1805 5067 104 1805 5187 1615 3502 3235 324 3502 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.02 0.27 0.27 0.04 0.18 0.13 0.15 0.23 0.23 0.01 0.10 0.07 Crit Moves **** **** **** **** Green/Cycle: 0.15 0.34 0.34 0.11 0.30 0.49 0.19 0.30 0.30 J.11 0.22 0.22 Volume/Cap: 0.16 0.79 0.79 0.40 0.59 0.27 0.79 0.78 0.78 0.06 0.45 0.33 Delay/Veh: 33 .5 29.1 29.1 38.5 27.2 13.5 40.8 32.2 32.2 35.9 30.7 29.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.5 29.1 29.1 38.5 27.2 13 .5 40.8 32.2 32.2 35.9 30.7 29.9 DesignQueue: 2 48 1 4 33 6 22 28 3 1 15 5 Traffix 7.S.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE C�S� PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 12-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #13 Monterey Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.811 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 45.6 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- 11 ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------I --------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 73 1361 38 139 1471 507 360 774 137 72 822 113 Growth 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 Initial Bse: 73 1361 38 139 1471 507 360 774 137 72 822 113 Added Vol: 0 37 0 0 -1 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 73 1398 38 139 1470 507 360 786 137 72 822 113 User 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 PHF 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 PHF Volume: 73 1398 38 139 1470 507 360 786 137 72 822 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 1398 38 139 1470 507 360 786 137 72 822 113 PCE 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 MLF 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 Final Vol. : 73 1398 38 139 1470 507 360 786 137 72 822 113 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.92 0.93 0.93 0.92 0.95 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 1.70 0.30 2.00 2.00 1.00 Final Sat. : 1805 3610 1615 1805 3610 1615 3502 3007 524 3502 3610 1615 ------------ i --------------- --------------- --------------- --------------- j Capacity Analysis Module: Vol/Sat: 0.04 0.39 0.02 0.08 0.41 0.31 0.10 0.26 0.26 0.02 0.23 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.45 0.45 0.08 0.45 0.45 0.12 0.29 0.29 0.08 0.25 0.25 Volume/Cap: 0.49 0.87 0.05 0.92 0.91 0.70 0.89 0.91 0.91 0.25 0.89 0.27 Delay/Veh: 55.0 35.3 18.8 105.8 39.2 29.9 73.8 53.4 53.4 51.9 54.1 36.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.0 35.3 18.8 105.8 39.2 29.9 73.8 53.4 53.4 51.9 54.1 36.2 DesignQueue: 5 57 1 9 60 20 22 40 7 4 43 6 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE (�53 PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:03 Page 14-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #13 Monterey Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.735 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.9 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 1 1 0 2 0 2 0 1 ------------ ! --------------- 11 --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 73 1361 38 139 1471 507 360 774 137 72 822 113 Growth 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 Initial Bse: 73 1361 38 139 1471 507 360 774 137 72 822 113 Added Vol: 0 37 0 0 -1 0 0 12 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 73 1398 38 139 1470 507 360 786 137 72 822 113 User 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 PHF 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 PHF Volume: 73 1398 38 139 1470 507 360 786 137 72 822 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 73 1398 38 139 1470 507 360 786 137 72 822 113 PCE 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 MLF 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 Final Vol. : 73 1398 38 139 1470 507 360 786 137 72 822 113 ------------ --------------- --------------- --------------- --------------- j Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.91 0.85 0.92 0.93 0.93 0.92 0.95 0.85 Lanes: 1.00 2.92 0.08 1.00 3.00 1.00 2.00 1.70 0.30 2.00 2.00 1.00 Final Sat. : 1805 5030 137 1805 5187 1615 3502 3007 524 3502 3610 1615 ------------ --------------- --------------- --------------- --------------- I Capacity Analysis Module: Vol/Sat: 0.04 0.28 0.28 0.08 0.28 0.31 0.10 0.26 0.26 0.02 0.23 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.33 0.33 0.11 0.33 0.44 0.11 0.31 0.31 0.11 0.31 0.31 Volume/Cap: 0.36 0.84 0.84 0.69 0.85 0.71 0.93 0.84 0.84 0.19 0.73 0.22 Delay/Veh: 38.2 31.6 31.6 48.5 32.4 23.6 67.3 34.6 34.6 36.5 30.0 23.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.2 31.6 31.6 48.5 32.4 23.6 67.3 34.6 34.6 36.5 30.0 23.1 DesignQueue: 3 50 1 6 53 15 16 29 5 3 30 4 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 13-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 414 Monterey Ave. (NS) / Frank Sinatra Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. W : 0.670 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 37.9 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- H --------------- H --------------- 11 --------------- I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- 1 ! --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 202 1175 70 50 963 71 157 359 345 87 476 94 Growth 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 Initial Bse: 202 1175 70 50 963 71 157 359 345 87 476 94 Added Vol: 0 -32 0 0 0 0 -16 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 1143 70 50 963 71 141 359 345 87 476 94 User 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 PHF 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 PHF Volume: 202 1143 70 50 963 71 141 359 345 87 476 94 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 1143 70 50 963 71 141 359 345 87 476 94 PCE 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 MLF 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 Final Vol. : 202 1143 70 50 963 71 141 359 345 87 476 94 ------------ j --------------- --------------- ! --------------- --------------- ! Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.94 0.94 0.95 0.88 0.88 0.95 0.93 0.93 Lanes: 1.00 2.00 1.00 1.00 1.86 0.14 1.00 1.02 0.98 1.00 1.67 0.33 Final Sat. : 1805 3610 1615 1805 3328 245 1805 1707 1640 1805 2939 580 ------------ --------------- --------------- ! ! --------------- ! ! --------------- j Capacity Analysis Module: Vol/Sat: 0.11 0.32 0.04 0.03 0.29 0.29 0.08 0.21 0.21 0.05 0.16 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.44 0.44 0.08 0.38 0.38 0.13 0.29 0.29 0.08 0.25 0.25 Volume/Cap: 0.77 0.72 0.10 0.33 0.77 0.77 0.62 0.72 0.72 0.58 0.65 0.65 Delay/Veh: 61.9 29.1 19.7 53.2 35.4 35.4 55.1 40.6 40.6 58.5 41.9 41.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 61.9 29.1 19.7 53.2 35.4 35.4 55.1 40.6 40.6 58.5 41.9 41.9 DesignQueue: 12 46 3 3 43 3 8 18 17 5 25 5 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Q5s AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:35 Page 15-1 ---------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) ------------------------------------------------------------------------------ Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #14 Monterey Ave. (NS) / Frank Sinatra Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.631 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.3 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11--------------- � Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 2 1 0 2 0 2 0 1 1 0 1 1 0 ------------ I --------------- 11 --------------- --------------- ---------------� Volume Module: 2020 AM w/o O.C. Base Vol: 202 1175 70 50 963 71 157 359 345 87 476 94 Growth 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 Initial Bse: 202 1175 70 50 963 71 157 359 345 87 476 94 Added Vol: 0 -32 0 0 0 0 -16 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 202 1143 70 50 963 71 141 359 345 87 476 94 User 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 PHF 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 PHF Volume: 202 1143 70 50 963 71 141 359 345 87 476 94 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 202 1143 70 50 963 71 141 359 345 87 476 94 PCE 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 MLF 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 Final Vol. : 202 1143 70 50 963 71 141 359 345 87 476 94 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 0.90 0.90 0.92 0.95 0.85 0.95 0.93 0.93 Lanes: 2.00 2.00 1.00 1.00 2.79 0.21 2.00 2.00 1.00 1.00 1.67 0.33 Final Sat. : 3502 3610 1615 1805 4783 353 3502 3610 1615 1805 2939 580 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 0.32 0.04 0.03 0.20 0.20 0.04 0.10 0.21 0.05 0.16 0.16 Crit Moves **** **** **** **** Green/Cycle: 0.18 0.42 0.42 0.11 0.36 0.36 0.11 0.22 0.40 0.11 0.22 0.22 Volume/Cap: 0.32 0.75 0.10 0.25 0.57 0.57 0.36 0.45 0.53 0.43 0.73 0.73 Delay/Veh: 32.6 24.1 15.8 37.2 23.8 23.8 37.6 30.6 21.5 38.9 36.0 36.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 32.6 24.1 15.8 37.2 23.8 23.8 37.6 30.6 21.5 38.9 36.0 36.0 DesignQueue: 8 36 2 2 33 2 6 14 11 4 19 4 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 13-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #14 Monterey Ave. (NS) / Frank Sinatra Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 1.132 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 99.4 Optimal Cycle: 120 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 353 1145 71 103 1277 219 229 768 449 77 691 105 Growth 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 Initial Bse: 353 1145 71 103 1277 219 229 768 449 77 691 105 Added Vol: 0 25 0 0 -1 0 12 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 353 1170 71 103 1276 219 241 768 449 77 691 105 User 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 PHF 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 PHF Volume: 353 1170 71 103 1276 219 241 768 449 77 691 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 353 1170 71 103 1276 219 241 768 449 77 691 105 PCE 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 MLF 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 Final Vol. : 353 1170 71 103 1276 219 241 768 449 77 691 105 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.85 0.95 0.93 0.93 0.95 0.90 0.90 0.95 0.93 0.93 Lanes: 1.00 2.00 1.00 1.00 1.71 0.29 1.00 1.26 0.74 1.00 1.74 0.26 Final Sat. : 1805 3610 1615 1805 3013 517 1805 2153 1259 1805 3071 467 ------------ --------------- --------------- ! --------------- li --------------- I Capacity Analysis Module: Vol/Sat: 0.20 0.32 0.04 0.06 0.42 0.42 0.13 0.36 0.36 0.04 0.22 0.22 Crit Moves: **** Green/Cycle: 0.16 0.43 0.43 0.08 0.35 0.35 0.14 0.30 0.30 0.08 0.24 0.24 Volume/Cap: 1.19 0.75 0.10 0.68 1.19 1.19 0.94 1.19 1.19 0.51 0.94 0.94 Delay/Veh: 166.1 30.4 20.1 65.8 134 134.5 90.7 139 139.5 55.6 62.6 62.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 166.1 30.4 20.1 65.8 134 134.5 90.7 139 139.5 55.6 62.6 62.6 DesignQueue: 21 48 3 6 61 11 14 39 23 5 37 6 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Q51 PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:03 Page 15-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 414 Monterey Ave. (NS) / Frank Sinatra Dr. (EW) **###*#***#***##****###*#####***###*####*###*##*#**###*####**#####*##*#**####*## Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.779 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 34.8 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Dund West Bound Movement: L - T - R L - T - R L - 7 - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 2 1 0 2 0 2 0 1 1 0 1 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 353 1145 71 103 1277 219 229 768 449 77 691 105 Growth 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 Initial Bse: 353 1145 71 103 1277 219 229 768 449 77 691 105 Added Vol: 0 25 0 0 -1 0 12 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 353 1170 71 103 1276 219 241 768 449 77 691 105 User 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 PHF 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 PHF Volume: 353 1170 71 103 1276 219 241 768 449 77 691 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 353 1170 71 103 1276 219 241 768 449 77 691 105 PCE 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 MLF 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 Final Vol. : 353 1170 71 103 1276 219 241 768 449 77 691 105 ------------ ; --------------- H ---------------11--------------- H --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 0.89 0.89 0.92 0.95 0.85 0.95 0.93 0.93 Lanes: 2.00 2.00 1.00 1.00 2.56 0.44 2.00 2.00 1.00 1.00 1.74 0.26 Final Sat. : 3502 3610 1615 1805 4330 743 3502 3610 1615 1805 3071 467 ------------ I --------------- --------------- --------------- 11 --------------- I Capacity Analysis Module: Vol/Sat: 0.10 0.32 0.04 0.06 0.29 0.29 0.07 0.21 0.28 0.04 0.22 0.22 Crit Moves: Green/Cycle: 0.11 0.38 0.38 0.11 0.38 0.38 0.11 0.25 0.36 0.13 0.26 0.26 Volume/Cap: 0.91 0.85 0.12 0.51 0.77 0.77 0.62 0.85 0.77 0.34 0.85 0.85 Delay/Veh: 63 .9 30.9 18.2 40.0 26.5 26.5 41.2 39.9 31.6 36.9 39.0 39.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 63.9 30.9 18.2 40.0 26.5 26.5 41.2 39.9 31.6 36.9 39.0 39.0 DesignQueue: 16 39 2 5 42 7 11 30 15 3 27 4 ***##***********#****###****#*****#*****#*****##*****#*#***#************#*****#* Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed tL 7RBAN CROSSF7 ,:)S, IRVINE Q AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:35 Page 16-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #15 Proj . Dwy. (NS) / Dinah Shore Dr. (EW) ******************#***####***###**#**#*##**#****#****##*****#*#*#***#*********** Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.205 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 11.9 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 20 0 0 0 0 15 15 10 15 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 ------------ j --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 79 0 40 0 0 0 0 495 185 62 864 0 Growth 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 Initial Bse: 79 0 40 0 0 0 0 495 185 62 864 0 Added Vol: 0 0 0 0 0 0 0 -48 -48 -16 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 79 0 40 0 0 0 0 447 137 46 864 0 User 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 PHF 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 PHF Volume: 79 0 40 0 0 0 0 447 137 46 864 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 0 40 0 0 0 0 447 137 46 864 0 PCE 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 MLF 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 Final Vol. : 79 0 40 0 0 0 0 447 137 46 864 0 ------------ ! --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.81 1.00 0.85 1.00 1.00 1.00 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 1537 0 1615 0 0 0 0 3610 1615 1805 3610 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.00 0.02 0.00 0.00 0.00 0.00 0.12 0.08 0.03 0.24 0.00 Crit Moves: **** **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.35 0.35 0.17 0.52 0.00 Volume/Cap: 0.15 0.00 0.07 0.00 0.00 0.00 0.00 0.35 0.24 0.15 0.46 0.00 Delay/Veh: 14.2 0.0 13.7 0.0 0.0 0.0 0.0 14.6 14.1 21.6 9.4 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.2 0.0 13.7 0.0 0.0 0.0 0.0 14.6 14.1 21.6 9.4 0.0 DesignQueue: 2 0 1 0 0 0 0 10 3 1 15 0 **#**#*#*******************###************###************###*************#****** Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Q�� PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:03 Page 16-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #15 Proj . Dwy. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.407 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 14.9 Optimal Cycle: 60 Level Of Service: B ******###*##**#*##*************#**********##**#*#*******##*#******###*********** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 20 0 0 0 0 15 15 10 15 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 150 0 75 0 0 0 0 896 185 62 1023 0 Growth 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 Initial Bse: 150 0 75 0 0 0 0 896 185 62 1023 0 Added Vol: -1 0 0 0 0 0 0 37 37 12 -1 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 149 0 75 0 0 0 0 933 222 74 1022 0 User 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 PHF 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 PHF Volume: 149 0 75 0 0 0 0 933 222 74 1022 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 149 0 75 0 0 0 0 933 222 74 1022 0 PCE 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 MLF 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 Final Vol. : 149 0 75 0 0 0 0 933 222 74 1022 0 ------------ ! --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.78 1.00 0.85 1.00 1.00 1.00 1.00 0.95 0.85 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 2.00 0.00 Final Sat. : 1473 0 1615 0 0 0 0 3610 1615 1805 3610 0 ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.10 0.00 0.05 0.00 0.00 0.00 0.00 0.26 0.14 0.04 0.28 0.00 Crit Moves: Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.35 0.35 0.17 0.52 0.00 Volume/Cap: 0.30 0.00 0.14 0.00 0.00 0.00 0.00 0.74 0.39 0.25 0.55 0.00 Delay/Veh: 15.2 0.0 14.1 0.0 0.0 0.0 0.0 19.4 15.1 22.2 10.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.Q0 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.2 0.0 14.1 0.0 0.0 0.0 0.0 19.4 15.1 22.2 10.1 0.0 DesignQueue: 3 0 2 0 0 0 0 22 5 2 18 0 #***#####****###*##**#####***####*#**#####*##*####***#####****##***###***####*## Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE v AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:35 Page 22-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #22 Lucas Wy. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.256 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 11.9 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 10 15 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------ I --------------- ; --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 79 0 40 0 0 0 0 350 185 62 847 0 Growth 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 Initial Bse: 79 0 40 0 0 0 0 350 185 62 847 0 Added Vol: 0 0 0 0 0 0 0 0 -48 -16 -16 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 79 0 40 0 0 0 0 350 137 46 831 0 User 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 PHF 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 PHF Volume: 79 0 40 0 0 0 0 350 137 46 831 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 79 0 40 0 0 0 0 350 137 46 831 0 PCE 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 MLF 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 Final Vol. : 79 0 40 0 0 0 0 350 137 46 831 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.81 1.00 0.85 1.00 1.00 1.00 1.00 0.91 0.91 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.44 0.56 1.00 2.00 0.00 Final Sat. : 1537 0 1615 0 0 0 0 2485 973 1805 3610 0 ------------ i --------------- ' -------------- ! --------------- --------------- ! Capacity Analysis Module: Vol/Sat: 0.05 0.00 0.02 0.00 0.00 0.00 0.00 0.14 0.14 0.03 0.23 0.00 Crit Moves: **** **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.35 0.35 0.17 0.52 0.00 Volume/Cap: 0.15 0.00 0.07 0.00 0.00 0.00 0.00 0.40 0.40 0.15 0.45 0.00 Delay/Veh: 14.2 0.0 13.7 0.0 0.0 0.0 0.0 15.0 15.0 21.6 9.3 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.2 0.0 13.7 0.0 0.0 0.0 0.0 15.0 15.0 21.6 9.3 0.0 DesignQueue: 2 0 1 0 0 0 0 8 3 1 14 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE o uY PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:03 Page 22-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) ****###**********##*##*#**##**#**#**#****#*****#****#*##**#***##****#***##****** Intersection #22 Lucas Wy. (NS) / Dinah Shore Dr. (EW) *####*##****#***#*#***##*#**#*#*##**********#******#***#*********###****#**##*#* Cycle (sec) : 60 Critical Vol./Cap. (X) : 0.507 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 16.4 Optimal Cycle: 60 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Permitted Permitted Permitted Protected Rights: Include Include Include Include Min. Green: 20 0 20 0 0 0 0 15 15 10 15 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 ------------ I --------------- 11 --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 150 0 75 0 0 0 0 786 185 62 935 0 Growth 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 Initial Bse: 150 0 75 0 0 0 0 786 185 62 935 0 Added Vol: -1 0 0 0 0 0 0 0 37 12 12 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 149 0 75 0 0 0 0 786 222 74 947 0 User 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 PHF 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 PHF Volume: 149 0 75 0 0 0 0 786 222 74 947 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 149 0 75 0 0 0 0 786 222 74 947 0 PCE 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 MLF 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 Final Vol. : 149 0 75 0 0 0 0 786 222 74 947 0 ------------ ; --------------- --------------- ; --------------- II --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.78 1.00 0.85 1.00 1.00 1.00 1.00 0.92 0.92 0.95 0.95 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 1.56 0.44 1.00 2.00 0.00 Final Sat. : 1473 0 1615 0 0 0 0 2722 769 1805 3610 0 ------------ 1 --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.10 0.00 0.05 0.00 0.00 0.00 0.00 0.29 0.29 0.04 0.26 0.00 Crit Moves: **** **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.35 0.35 0.17 0.52 0.00 Volume/Cap: 0.30 0.00 0.14 0.00 0.00 0.00 0.00 0.83 0.83 0.25 0.51 0.00 Delay/Veh: 15.2 0.0 14.1 0.0 0.0 0.0 0.0 22.5 22.5 22.2 9.7 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.2 0.0 14 .1 0.0 0.0 0.0 0.0 22.5 22.5 22.2 9.7 0.0 DesignQueue: 3 0 2 0 0 0 0 18 5 2 16 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Uz- AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:35 Page 17-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Intersection #16 Dinah Shore Dr. (NS) / 35th Ave. (EW) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx+xxxxxx+xxxxxxxxxxxxxx Cycle (sec) : 90 Critical Vol./Cap. W : 0.343 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 17.3 Optimal Cycle: 90 Level Of Service: B xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxxxxxxxxxxxxx**xxxxxxxxxxxxxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11 --------------- � Control: Protected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 15 0 0 15 15 20 0 20 0 0 0 Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 222 539 0 0 360 30 40 0 138 0 0 0 Growth 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 Initial Bse: 222 539 0 0 360 30 40 0 138 0 0 0 Added Vol: -16 -32 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 206 507 0 0 360 30 40 0 138 0 0 0 User 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 PHF 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 PHF Volume: 206 507 0 0 360 30 40 0 138 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 507 0 0 360 30 40 0 138 0 0 0 PCE 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 MLF 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 Final Vol. : 206 507 0 0 360 30 40 0 138 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.94 0.94 0.83 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 1.85 0.15 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3292 274 1577 0 1615 0 0 0 ------------ I --------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.11 0.14 0.00 0.00 0.11 0.11 0.03 0.00 0.09 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.33 0.65 0.00 0.00 0.32 0.32 0.25 0.00 0.25 0.00 0.00 0.00 Volume/Cap: 0.34 0.22 0.00 0.00 0.34 0.34 0.10 0.00 0.34 0.00 0.00 0.00 Delay/Veh: 23.0 6.4 0.0 0.0 23.6 23.6 26.2 0.0 28.3 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23 .0 6.4 0.0 0.0 23.6 23.6 26.2 0.0 28.3 0.0 0.0 0.0 DesignQueue: 7 9 0 0 13 1 2 0 5 0 0 0 **,,,*x**x,xxxx,xxxxxxxxxxxx.:..xxxxxxxxxxxxxxxxxxxxxxxxxxx+xxxxxxxxxxxxxxxxxxxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE U 0 PM (2020+P1) w/o CC imp Tue Oct 1, 2002 10:26:03 Page 17-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #16 Dinah Shore Dr. (NS) / 35th Ave. (EW) Cycle (sec) : 90 Critical Vol./Cap. W : 0.585 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 21.5 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- H --------------- j1 --------------- 1j --------------- j Control: 2rotected Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 10 15 0 0 15 15 20 0 20 0 0 0 Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 ------------ I --------------- 1j --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 221 536 0 0 679 60 70 0 307 0 0 0 Growth 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 Initial Bse: 221 536 0 0 679 60 70 0 307 0 0 0 Added Vol: 12 25 0 0 -1 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 233 561 0 0 678 60 70 0 307 0 0 0 User 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 PHF 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 PHF Volume: 233 561 0 0 678 60 70 0 307 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 233 561 0 0 678 60 70 0 307 0 0 0 PCE 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 MLF 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 Final Vol. : 233 561 0 0 678 60 70 0 307 0 0 0 ------------ --------------- --------------- --------------- ; j --------------- j Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.94 0.94 0.81 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 1.84 0.16 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3277 290 1530 0 1615 0 0 0 ------------ ; --------------- --------------- --------------- jj --------------- j Capacity Analysis Module: Vol/Sat: 0.13 0.16 0.00 0.00 0.21 0.21 0.05 0.00 0.19 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.22 0.57 0.00 0.00 0.35 0.35 0.33 0.00 0.33 0.00 0.00 0.00 Volume/Cap: 0.58 0.27 0.00 0.00 0.58 0.58 0.14 0.00 0.58 0.00 0.00 0.00 Delay/Veh: 33.6 9.7 0.0 0.0 24.4 24.4 21.6 0.0 27.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 33.6 9.7 0.0 0.0 24.4 24.4 21.6 0.0 27.0 0.0 0.0 0.0 DesignQueue: 9 12 0 0 23 2 2 0 11 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 9LP+ AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:35 Page 23-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #23 Portola Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 100 Critical Vol./Cap. W : 0.508 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 18.9 Optimal Cycle: 100 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 15 0 15 0 0 0 0 20 20 20 20 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 ------------ j --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 576 0 50 0 0 0 0 64 200 50 70 0 Growth 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 Initial Bse: 576 0 50 0 0 0 0 64 200 50 70 0 Added Vol: -48 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 528 0 50 0 0 0 0 64 200 50 70 0 User 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 PHF 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 PHF Volume: 528 0 50 0 0 0 0 64 200 50 70 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 528 0 50 0 0 0 0 64 200 50 70 0 PCE 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 MLF 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 Final Vol. : 528 0 50 0 0 0 0 64 200 50 70 0 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.90 0.90 0.72 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.24 0.76 1.00 1.00 0.00 Final Sat. : 1805 0 1615 0 0 0 0 414 1293 A60 1900 0 ------------ --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.29 0.00 0.03 0.00 0.00 0.00 0.00 0.15 0.15 0.04 0.04 0.00 Crit Moves: **** **** Green/Cycle: 0.58 0.00 0.58 0.00 0.00 0.00 0.00 0.30 0.30 0.30 0.30 0.00 Volume/Cap: 0.51 0.00 0.05 0.00 0.00 0.00 0.00 0.51 0.51 0.12 0.12 0.00 Delay/Veh: 13 .1 0.0 9.3 0.0 0.0 0.0 0.0 29.5 29.5 25.2 25.2 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.1 0.0 9.3 0.0 0.0 0.0 0.0 29.5 29.5 25.2 25.2 0.0 DesignQueue: 13 0 1 0 0 0 0 3 8 2 3 0 Traffix 7.5 .1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:03 Page 23-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #23 Portola Ave. (NS) / Dinah Shore Dr. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.870 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 33.0 Optimal Cycle: 100 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Split Phase Split Phase Permitted Permitted Rights: Include Include Include Include Min. Green: 15 0 15 0 0 0 0 20 20 20 20 0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 557 0 50 0 0 0 0 90 643 50 93 0 Growth 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 Initial Bse: 557 0 50 0 0 0 0 90 643 50 93 0 Added Vol: 37 0 0 0 0 0 0 0 -1 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 594 0 50 0 0 0 0 90 642 50 93 0 User 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 PHF 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 PHF Volume: 594 0 50 0 0 0 0 90 642 50 93 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 594 0 50 0 0 0 0 90 642 50 93 0 PCE 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 MLF 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 Final Vol. : 594 0 50 0 0 0 0 90 642 50 93 0 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.88 0.88 0.60 1.00 1.00 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.12 0.88 1.00 1.00 0.00 Final Sat. : 1805 0 1615 0 0 0 0 206 1470 1131 1900 0 ------------ i --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.33 0.00 0.03 0.00 0.00 0.00 0.00 0.44 0.44 0.04 0.05 0.00 Crit Moves: **** `*** Green/Cycle: 0.38 0.00 0.38 0.00 0.00 0.00 0.00 0.50 0.50 0.50 0.50 0.00 Volume/Cap: 0.87 0.00 0.08 0.00 0.00 0.00 0.00 0.87 0.87 0.09 0.10 0.00 Delay/Veh: 40.5 0.0 20.0 0.0 0.0 0.0 0.0 31.8 31.8 13.0 13.1 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 40.5 0.0 20.0 0.0 0.0 0.0 0.0 31.8 31.8 13.0 13.1 0.0 DesignQueue: 22 0 2 0 0 0 0 3 20 1 3 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Q W AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 14-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) Intersection #17 Portola Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.221 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 69.8 Optimal Cycle: 0 Level Of Service: F #««###********«##*******##**********««««**«*««*#***##****************#**#*##*«## Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- i --------------- j ; --------------- j ; --------------- j Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ i ---------------jj--------------- II --------------- II ---------------j Volume Module: 2020 AM w/o O.C. Base Vol: 183 371 33 209 104 6 4 827 159 16 423 208 Growth 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 Initial Bse: 183 371 33 209 104 6 4 827 159 16 423 208 Added Vol: -16 -16 0 0 0 0 0 0 0 0 -16 -32 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 167 355 33 209 104 6 4 827 159 16 407 176 User 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 PHF 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 PHF Volume: 167 355 33 209 104 6 4 827 159 16 407 176 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 167 355 33 209 104 6 4 827 159 16 407 176 PCE 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 MLF 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 Final Vol. : 167 355 33 209 104 6 4 827 159 16 407 176 ------------ I --------------- jj --------------- jj --------------- --------------- j Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 596 625 330 289 597 316 627 677 353 602 634 337 ------------ --------------- ij --------------- jl --------------- I --------------- I Capacity Analysis Module: Vol/Sat: 0.28 0.57 0.10 0.72 0.17 0.02 0.01 1.22 0.45 0.03 0.64 0.52 Crit Moves: **** **** **** #*** Delay/Veh: 19.0 27.6 14.5 41.0 17.0 14.1 13.9 154 20.2 14.7 31.6 23.9 Delay 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 AdjDel/Veh: 19.0 27.6 14.5 41.0 17.0 14.1 13 .9 154 20.2 14.7 31.6 23.9 LOS by Move: C D B E C B B F C B D C ApproachDel: 24.2 32.7 132.1 28.9 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 24.2 32.7 132.1 28.9 LOS by Appr: C D F D ««##***«########««##**«**«#**«««####*««*#***««#*#«#####*«*##*#««##««**«#««###*«* Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Qui AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:35 Page 18-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #17 Portola Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. (X) : 0.517 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 27.6 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I --------------- 11 --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 183 371 33 209 104 6 4 827 159 16 423 208 Growth 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 Initial Bse: 183 371 33 209 104 6 4 827 159 16 423 208 Added Vol: -16 -16 0 0 0 0 0 0 0 0 -16 -32 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 167 355 33 209 104 6 4 827 159 16 407 176 User 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 PHF 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 PHF Volume: 167 355 33 209 104 6 4 827 159 16 407 176 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 167 355 33 209 104 6 4 827 159 16 407 176 PCE 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 MLF 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 Final Vol. : 167 355 33 209 104 6 4 827 159 16 407 176 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 1805 3610 1615 3502 3610 1615 3502 3610 1615 ------------ i --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.05 0.10 0.02 0.12 0.03 0.00 0.00 0.23 0.10 0.00 0.11 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.22 0.22 0.18 0.27 0.27 0.16 0.35 0.35 0.11 0.31 0.31 Volume/Cap: 0.36 0.44 0.09 0.65 0.11 0.01 0.01 0.65 0.28 0.04 0.36 0.35 Delay/Veh: 35.9 30.6 27.9 38.8 24.9 24.2 32.2 25.5 21.1 35.8 24.3 24.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.9 30.6 27.9 38.8 24.9 24.2 32.2 25.5 21.1 35.8 24.3 24.5 DesignQueue: 7 14 1 9 4 0 0 28 5 1 14 6 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE uD PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 14-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) Intersection #17 Portola Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.562 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 146.2 Optimal Cycle: 0 Level Of Service: F Approach: North Bound South Bound. East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R I1 --------------- --------------- -------------- Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 2 0 2 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- 11 --------------- --------------- I -------------- Volume Module: 2020 PM w/o O.C. Base Vol: 232 377 31 272 482 4 8 771 270 49 880 194 Growth 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 Initial Bse: 232 377 31 272 482 4 8 771 270 49 880 194 Added Vol: 12 12 0 -1 0 0 0 0 0 0 12 25 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 244 389 31 271 482 4 8 771 270 49 892 219 User 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 PHF 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 PHF Volume: 244 389 31 271 482 4 8 771 270 49 892 219 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 244 389 31 271 482 4 8 771 270 49 892 219 PCE 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 MLF 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 Final Vol. : 244 389 31 271 482 4 8 771 270 49 892 219 ------------ --------------- --------------- '' --------------- ', --------------- Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 548 570 301 275 571 302 550 572 303 549 571 302 ------------ --------------- ! --------------- I ; --------------- „ -------------- Capacity Analysis Module: Vol/Sat: 0.45 0.68 0.10 0.99 0.84 0.01 0.01 1.35 0.89 0.09 1.56 0.72 Crit Moves: Delay/Veh: 26.0 38.7 16.0 89.3 57.9 14.8 16.0 211 63.5 17.1 299 40.5 Delay 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 AdjDel/Veh: 26.0 38.7 16.0 89.3 57.9 14.8 16.0 211 63.5 17.1 299 40.5 LOS by Move: D E C F F B C F F C F E ApproachDel: 33 .0 68.9 171.6 238.5 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 33 .0 68.9 171.6 238.5 LOS by Appr: D F F F **##rt#rt#rt#*#**###rt#*###rtrt##k*####rt##rt*rtrtrt##*#*#*rtrt*######rt##*##t#**##*4##rt##*### Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Q PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:03 Page 18-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Wi:h Improvements (without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #17 Portola Ave. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. W : 0.585 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30.6 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 2 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I --------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 232 377 31 272 482 4 8 771 270 49 880 194 Growth 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 Initial Bse: 232 377 31 272 482 4 8 771 270 49 880 194 Added Vol: 12 12 0 -1 0 0 0 0 0 0 12 25 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 244 389 31 271 482 4 8 771 270 49 892 219 User 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 PHF 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 PHF Volume: 244 389 31 271 482 4 8 771 270 49 892 219 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 244 389 31 271 482 4 8 771 270 49 892 219 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0: 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0c 1.00 1.00 1.00 1.00 Final Vol. : 244 389 31 271 482 4 8 771 270 49 892 219 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.95 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 2.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 3610 1615 1805 3610 1615 3502 3610 1615 3502 3610 1615 ------------ --------------- --------------- , --------------- --------------- j Capacity Analysis Module: Vol/Sat: 0.07 0.11 0.02 0.15 0.13 0.00 0.00 0.21 0.1 0.01 0.25 0.14 Crit Moves: Green/Cycle: 0.14 0.22 0.22 0.20 0.28 0.28 0.11 0.30 0.30 0.15 0.33 0.33 Volume/Cap: 0.49 0.48 0.09 0.74 0.47 0.01 0.02 0.72 0.57 0.09 0.74 0.41 Delay/Veh: 36.4 31.0 27.9 41.9 27.1 23 .2 35.7 30.9 28.4 33.2 29.3 23.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.4 31.0 27.9 41.9 27.1 23.2 35.7 30.9 28.4 33.2 29.3 23.8 DesignQueue: 11 16 1 11 18 0 0 29 10 2 32 8 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 010 AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 15-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 418 Cook Street (NS) / I-10 Fwy. WB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. W : 0.505 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 18.7 Optimal Cycle: 120 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 1 --------------- 11 --------------- 11 --------------- � Control: Permitted Permitted Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 15 15 0 15 15 0 0 0 0 0 0 Lanes: 0 0 2 0 1 0 0 2 1 0 0 0 0 0 0 1 0 0 0 1 ------------ j --------------- I1 --------------- --------------- --------------- Volume Module: 2020 AM w/o O.C. Base Vol: 0 977 396 0 730 387 0 0 0 305 0 138 Growth 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 Initial Bse: 0 977 396 0 730 387 0 0 0 305 0 138 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 977 396 0 730 387 0 0 0 305 0 138 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 977 0 0 730 387 0 0 0 305 0 138 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 977 0 0 730 387 0 0 0 305 0 138 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 977 0 0 730 387 0 0 0 305 0 138 ------------ --------------- iI --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 1.00 1.00 0.86 0.86 1.00 1.00 1.00 0.77 1.00 0.85 Lanes: 0.00 2.00 1.00 0.00 2.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1900 0 3278 1639 0 0 0 1461 0 1615 ------------ ! --------------- ! --------------- --------------- ! --------------- 1 ! Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.00 0.00 0.22 0.24 0.00 0.00 0.00 0.21 0.00 0.09 Crit Moves: **** **** Green/Cycle: 0.00 0.54 0.00 0.00 0.54 0.54 0.00 0.00 0.00 0.41 0.00 0.41 Volume/Cap: 0.00 0.50 0.00 0.00 0.42 0.44 0.00 0.00 0.00 0.50 0.00 0.21 Delay/Veh: 0.0 17.9 0.0 0.0 16.7 17.0 0.0 0.0 0.0 26.8 0.0 22.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.9 0.0 0.0 16.7 17.0 0.0 0.0 0.0 26.8 0.0 22.7 DesignQueue: 0 32 0 0 24 13 0 0 0 12 0 5 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE �� I PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 15-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #18 Cook Street (NS) / I-10 Fwy. WB Ramps (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.587 Loss Time (sec) : 6 (Y+R = 4 sec) Average Delay (sec/veh) : 24.2 Optimal Cycle: 120 Level Of Service: C ******************w*****w,t****,t,tw**,t,tw,t,t*ir********,t**,t********w****w**w.t**tr*►*** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ i --------------- --------------- jj --------------- II --------------- � Control: Permitted Permitted Permitted Permitted Rights: Ignore Include Include Include Min. Green: 0 15 15 0 15 15 0 0 0 0 0 0 Lanes: 0 0 2 0 1 0 0 2 1 0 0 0 0 0 0 1 0 0 0 1 ------------ j --------------- --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 0 916 566 0 1083 59 0 0 0 444 0 215 Growth 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 Initial Bse: 0 916 566 0 1083 59 0 0 0 444 0 215 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 916 566 0 1083 59 0 0 0 444 0 215 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 916 0 0 1083 59 0 0 0 444 0 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 916 0 0 1083 59 0 0 0 444 0 215 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 916 0 0 1083 59 0 0 0 444 0 215 ------------ I --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.95 1.00 1.00 0.90 0.90 1.00 1.00 1.00 0.77 1.00 0.85 Lanes: 0.00 2.00 1.00 0.00 2.85 0.15 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 0 3610 1900 0 4880 266 0 0 0 1461 0 1615 ------------ ! --------------- --------------- --------------- ; --------------- i Capacity Analysis Module: Vol/Sat: 0.00 0.25 0.00 0.00 0.22 0.22 0.00 0.00 0.00 0.30 0.00 0.13 Crit Moves: Green/Cycle: 0.00 0.43 0.00 0.00 0.43 0.43 0.00 0.00 0.00 0.52 0.00 0.52 Volume/Cap: 0.00 0.59 0.00 0.00 0.51 0.51 0.00 0.00 0.00 0.59 0.00 0.26 Delay/Veh: 0.0 26.5 0.0 0.0 25.1 25.1 0.0 0.0 0.0 21.3 0.0 16.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 26.5 0.0 0.0 25.1 25.1 0.0 0.0 0.0 21.3 0.0 16.3 DesignQueue: 0 37 0 0 43 2 0 0 0 15 0 7 Traffix 7.5.1115 (c) 2001 Dowling Assoc. License:: to URBAN CROSSROADS, IRVINE AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 16-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 419 Cook St. (NS) / I-10 Fwy. EB Ramps (EW) «««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««« Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.796 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 29.1 Optimal Cycle: 120 Level Of Service: C «««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««« Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ , --------------- --------------- --------------- --------------- j Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: 2020 AM w/o O.C. Base Vol: 0 1389 507 188 846 0 83 0 720 0 0 0 Growth 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 Initial Bse: 0 1389 507 188 846 0 83 0 720 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1389 507 188 846 0 83 0 720 0 0 0 User 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 PHF 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 PHF Volume: 0 1389 507 188 846 0 83 0 720 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1389 507 188 846 0 83 0 720 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1389 507 188 846 0 83 0 720 0 0 0 ------------ ' --------------- j1 --------------- ; --------------- , --------------- i Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.87 0.87 0.95 0.91 1.00 0.79 1.00 0.79 1.00 1.00 1.00 Lanes: 0.00 2.20 0.80 1.00 3.00 0.00 1.10 0.00 1.90 0.00 0.00 0.00 Final Sat. : 0 3648 1332 1805 5187 0 1665 0 2862 0 0 0 ------------ --------------- jI --------------- ! I --------------- --------------- - Capacity Analysis Module: Vol/Sat: 0.00 0.38 0.38 0.10 0.16 0.00 0.05 0.00 0.25 0.00 0.00 0.00 Crit Moves: Green/Cycle: 0.00 0.48 0.48 0.13 0.61 0.00 0.32 0.00 0.32 0.00 0.00 0.00 Volume/Cap: 0.00 0.80 0.80 0.80 0.27 0.00 0.16 0.00 0.79 0.00 0.00 0.00 Delay/Veh: 0.0 28.4 28.4 67.7 11.0 0.0 29.5 0.0 41.9 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 28.4 28.4 67.7 11.0 0.0 29.5 0.0 41.9 0.0 0.0 0.0 DesignQueue: 0 53 19 11 23 0 4 0 35 0 0 0 «««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««««« Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE p-13 PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 16-1 ------------- ------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) #*#***#*******#***######**#**##**###******##*###*##**####*#***«**#****#******### Intersection #19 Cook St. (NS) / I-10 Fwy. EB Ramps (EW) ##*t***tt**t*tt#*##t*tttttttt##**##ttttttt***t#tt******#*«##***##t#*#*tt***###*# Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.822 Loss Time (sec) : 9 (Y+R = 4 sec) Average Delay (sec/veh) : 30.9 Optimal Cycle: 120 Level Of Service: C *##******#*#####*#***#t***t***##*******tttt*t**tt**#*#*#****#*#****#*****##****t Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11 ---------------11 --------------- 11 --------------- I Control: Permitted Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 0 15 15 10 15 0 0 0 0 0 0 0 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------ ; --------------- I1 --------------- --------------- ---------------� Volume Module: 2020 PM w/o O.C. Base Vol: 0 1286 406 250 1277 0 140 0 777 0 0 0 Growth 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 Initial Bse: 0 1286 406 250 1277 0 140 0 777 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1286 406 250 1277 0 140 0 777 0 0 0 User 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 PHF 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 PHF Volume: 0 1286 406 250 1277 0 140 0 777 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1286 406 250 1277 0 140 0 777 0 0 0 PCE 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 MLF 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 Final Vol. : 0 1286 406 250 1277 0 140 0 777 0 0 0 ------------ ! --------------- --------------- --------------- I ; --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 0.78 1.00 0.78 1.00 1.00 1.00 Lanes: 0.00 2.28 0.72 1.00 3.00 0.00 1.15 0.00 1.85 0.00 0.00 6.00 Final Sat. : 0 3800 1200 1805 5187 0 1711 0 2742 0 0 0 ------------ ' --------------- --------------- ij --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.34 0.34 0.14 0.25 0.00 0.08 0.00 0.28 0.00 0.00 0.00 Crit Moves: **** **** #«** Green/Cycle: 0.00 0.41 0.41 0.17 0.58 0.00 0.34 0.00 0.34 0.00 0.00 0.00 Volume/Cap: 0.00 0.82 0.82 0.82 0.42 0.00 0.24 0.00 0.82 0.00 0.00 0.00 Delay/Veh: 0.0 34.1 34.1 64.3 14.1 0.0 28.2 0.0 41.1 0.0 0.0 O.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 34.1 34.1 64.3 14.1 0.0 28.2 0.0 41.1 0.0 0.0 0.0 DesignQueue: 0 55 17 14 38 0 6 0 36 0 0 0 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) w/o OC Mon Oct 7, 2002 14:58:46 Page 17-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #20 Cook St. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.821 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 40.8 Optimal Cycle: 120 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- --------------- Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I --------------- 11 --------------- --------------- --------------- Volume Module: 2020 AM w/o O.C. Base Vol: 308 1064 10 236 1194 226 556 110 351 10 185 276 Growth 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 Initial Bse: 308 1064 10 236 1194 226 556 110 351 10 185 276 Added Vol: -32 0 0 0 0 0 0 0 0 0 -16 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 276 1064 10 236 1194 226 556 110 351 10 169 276 User 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 PHF 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 PHF Volume: 276 1064 10 236 1194 226 556 110 351 10 169 276 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 276 1064 10 236 1194 226 556 110 351 10 169 276 PCE 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 MLF 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 Final Vol. : 276 1064 10 236 1194 226 556 110 351 10 169 276 ------------ --------------- --------------- H --------------- ii --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------ --------------- --------------- ----------- ---- , j --------------- I Capacity Analysis Module: Vol/Sat: 0.08 0.21 0.01 0.07 0.33 0.14 0.16 0.03 0.22 0.00 0.05 0.17 Crit Moves: **** Green/Cycle: 0.10 0.42 0.42 0.08 0.40 0.40 0.19 0.32 0.32 0.08 0.21 0.21 Volume/Cap: 0.82 0.49 0.01 0.81 0.82 0.35 0.82 0.10 0.68 0.03 0.23 0.82 Delay/Veh: 68.1 26.0 20.6 69.4 35.9 25.2 54 .4 28.8 39.4 50.6 39.6 60.2 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 68.1 26.0 20.6 69.4 35.9 25.2 54 .4 28.8 39.4 50.6 39.6 60.2 DesignQueue: 17 44 0 15 52 9 31 5 17 1 9 15 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE AM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:25:35 Page 21-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) With Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection #20 Cook St. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. W : 0.594 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 29.6 Optimal Cyc-e: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11 --------------- II --------------- I Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Ovl Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- --------------- II --------------- --------------- I Volume Module: 2020 AM w/o O.C. Base Vol: 308 1064 10 236 1194 226 556 110 351 10 185 276 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. ^ 1.00 1.00 1.00 1.00 Initial Bse: 308 1064 10 236 1194 226 556 110 351 10 185 276 Added Vol: -32 0 0 0 0 0 0 0 0 0 -16 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 276 1064 10 236 1194 226 556 110 351 10 169 276 User 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 PHF 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 PHF Volume: 276 1064 10 236 1194 226 556 110 351 10 169 276 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 276 1064 10 236 1194 226 556 110 351 10 169 276 PCE 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 MLF AdD : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 276 1064 10 236 1194 226 556 110 351 10 169 276 ------------ --------------- --------------- II --------------- II --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3610 1615 3502 3610 1615 ------------ --------------- li --------------- II --------------- II --------------- I Capacity Analysis Mod -e: Vol/Sat: 0.08 0.._ 0.01 0.07 0.23 0.14 0.16 0.03 0.22 0.00 0.05 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.28 0.28 0.14 0.32 0.53 0.22 0.29 0.40 0.15 0.22 0.36 Volume/Cap: 0.71 0.72 0.02 0.47 0.73 0.26 0.73 0.10 0.54 0.02 0.21 0.47 Delay/Veh: 44.6 30.8 23 .2 36.2 29.1 11.6 36.3 23 .2 21.3 32.9 28.7 22.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.6 30.8 23 .2 36.2 29.1 11.6 36.3 23.2 21.3 32.9 28.7 22.5 DesignQueue: 13 40 0 10 43 5 23 4 11 0 7 9 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE Q1(J PM (2020+P1) w/o OC Mon Oct 7, 2002 14:59:39 Page 17-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 With Project (Alternative 1 - Preferred) Without Improvements (Without Portola Avenue Overcrossing / Interchange) -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Intersection #20 Cook St. (NS) / Gerald Ford Dr. (EW) xxxxxxxxxxxxxx*xxxxxxxxxxxxxxxxxxxxx*xxx*xxxxxxx*xx*xxxxxxxxxxxxxxxxxxxxxxxxxxxx Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.899 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 47.7 Optimal Cycle: 120 Level Of Service: D rt rtxxxxxxxxxxxxxxxrtxxxxxxxrtrtxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxrtxxxxxxrtxrtxrtxxxxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- I1--------------- I1 --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------ I --------------- H --------------- 11 --------------- 11 --------------- I Volume Module: 2020 PM w/o O.C. Base Vol: 501 918 10 432 1166 456 430 252 361 10 236 344 Growth 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 Initial Bse: 501 918 10 432 1166 456 430 252 361 10 236 344 Added Vol: 25 0 0 0 0 0 0 0 -1 0 12 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 526 918 10 432 1166 456 430 252 360 10 248 344 User 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 PHF 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 PHF Volume: 526 918 10 432 1166 456 430 252 360 10 248 344 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 526 918 10 432 1166 456 430 252 360 10 248 344 PCE 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 MLF 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 Final Vol. : 526 918 10 432 1166 456 430 252 360 10 248 344 ------------ , --------------- ; --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 3610 1615 3502 3610 1615 3502 3610 1615 ------------ --------------- -- ! ! --------------- --------------- � � ------------- ! li Capacity Analysis Module: Vol/Sat: 0.15 0.18 0.01 0.12 0.32 0.28 0.12 0.07 0.22 0.00 0.07 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.31 0.31 0.22 0.36 0.36 0.14 0.29 0.29 0.08 0.24 0.24 Volume/Cap: 0.90 0.57 0.02 0.57 0.90 0.79 0.90 0.24 0.77 0.03 0.29 0.90 Delay/Veh: 65.7 35.2 28.7 43.1 45.1 41.3 70.6 32.6 46.4 50.6 37.7 67.6 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.7 35.2 28.7 43.1 45.1 41.3 70.6 32.6 46.4 50.6 37.7 67.6 DesignQueue: 30 44 0 23 54 21 26 12 18 1 13 18 xxxxxx*xxxxxxxxxxxxx*xxxxxrtrtrtxx*xxxxxxxxrtxxrtxxrtrtxx*xxxrtrt*xxxxrtxxxxrtrtxxxxxrtxrtxxxx Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE GM PM (2020+P1) w/o OC imp Tue Oct 1, 2002 10:26:03 Page 21-1 -------------------------------------------------------------------------------- DESERT GATEWAY Post 2020 W Project (Alternative 1 - Preferred) With Improvements (w_ out Portola Avenue Overcrossing / Interchange) -------------------------- ----------------------------------------------------- Leve: Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) Intersection 420 Cook St. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 90 Critical Vol./Cap. W : 0.654 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30.8 Optimal Cycle: 90 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11 --------------- 11 --------------- � Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Ovl Min. Green: 10 20 20 10 20 20 10 20 20 10 20 20 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------ --------------- 11 --------------- --------------- --------------- � Volume Module: 2020 PM w/o O.C. Base Vol: 501 918 10 432 1166 456 430 252 361 10 236 344 Growth 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 Initial Bse: 501 918 10 432 1166 456 430 252 361 10 236 344 Added Vol: 25 0 0 0 0 0 0 0 -1 0 12 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 526 918 10 432 1166 456 430 252 360 10 248 344 User 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 PHF 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 PHF Volume: 526 918 10 432 1166 456 430 252 360 10 248 344 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 526 918 10 432 1166 456 430 252 360 10 248 344 PCE 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 MLF 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 Final Vol. : 526 918 10 432 1166 456 430 252 360 10 248 344 ------------ --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 3610 1615 3502 3610 1615 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.15 0.18 0.01 0.12 0.22 0.28 0.12 0.07 0.22 0.00 0.07 0.21 Cr1t Moves: **** Green/Cycle: 0.19 0.22 0.22 0.26 0.29 0.45 0.16 0.25 0.45 0.13 0.22 0.49 Volume/Cap: 0.77 0.80 0.03 0.47 0.77 0.63 0.77 0.27 0.50 0.02 0.31 0.44 Delav/Veh: 39.8 37.0 27.4 28.2 31.7 20.7 42.9 27.1 18.1 34.4 29.5 15.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.8 37.0 27.4 28.2 31.7 20.7 42.9 27.1 18.1 34.4 29.5 15.5 DesignQueue: 22 37 0 16 44 13 19 10 10 0 10 9 Tra`-`-_x 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE ��g APPENDIX R COOK STREET AND GERALD FORD DRIVE EASTBOUND FREE RIGHT TURN REMOVAL INTERSECTION ANALYSIS I MITIG8 - Default Scenario Thu Aug 28, 2003 19:16:50 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update AM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) Intersection 45 Cook St. (NS) / Gerald Ford Dr. (EW) Cycle (sec) : 120 Critical Vol./Cap. (X) : 0.553 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 32.9 Optimal Cycle: 77 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Ovl Min. Green: 10 24 24 10 24 24 10 24 24 7 10 10 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 654 1279 81 179 1413 519 482 115 515 56 202 199 Growth 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 Initial Bse: 654 1279 81 179 1413 519 482 115 515 56 202 199 User 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 PHF 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 PHF Volume: 654 1279 81 179 1413 519 482 115 515 56 202 199 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 654 1279 81 179 1413 519 482 115 515 56 202 199 PCE 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 MLF 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 Final Vol. : 654 1279 81 179 1413 519 482 115 515 56 202 199 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 3610 1615 ------------ I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.19 0.25 0.05 0.05 0.27 0.32 0.14 0.02 0.32 0.02 0.06 0.12 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.56 0.56 0.08 0.38 0.56 0.18 0.20 0.46 0.06 0.08 0.17 Volume/Cap: 0.72 0.44 0.09 0.61 0.72 0.58 0.79 0.11 0.69 0.27 0.67 0.74 Delay/Veh: 43.0 15.6 12.4 57.0 32.9 18.4 54.0 39.3 28.4 54.8 59.2 57.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.0 15.6 12.4 57.0 32.9 18.4 54.0 39.3 28.4 54.8 59.2 57.9 DesignQueue: 34 40 2 11 62 17 27 6 20 4 13 11 Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE F3 i MITIG8 - Default Scenario Thu Aug 28, 2003 19:17:14 Page 1-1 -------------------------------------------------------------------------------- Palm Desert General Plan Update PM Peak Hour Intersection Analysis With LOS C Improvements Urban Crossroads - JN: 00055 - MW 8/28/03 -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #5 Cook St. (NS) / Gerald Ford Dr. (EW) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Cycle (sec) : 80 Critical Vol./Cap. W : 0.637 Loss Time (sec) : 12 (Y+R = 4 sec) Average Delay (sec/veh) : 30.6 Optimal Cycle: 77 Level Of Service: C ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Ovl Ovl Ovl Min. Green: 10 24 24 10 24 24 10 24 24 7 10 10 Lanes: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 324 1397 83 267 1618 721 647 577 236 90 432 229 Growth 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 Initial Bse: 324 1397 83 267 1618 721 647 577 236 90 432 229 User 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 PHF 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 PHF Volume: 324 1397 83 267 1618 721 647 577 236 90 432 229 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 324 1397 83 267 1618 721 647 577 236 90 432 229 PCE 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 MLF 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 Final Vol. : 324 1397 83 267 1618 721 647 577 236 90 432 229 ------------ I --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 2.00 2.00 1.00 Final Sat. : 3502 5187 1615 3502 5187 1615 3502 5187 1615 3502 3610 1615 ------------I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.27 0.05 0.08 0.31 0.45 0.18 0.11 0 -5 0.03 0.12 0.14 Crit Moves: **** ***+ **++ ***+ Green/Cycle: 0.13 0.33 0.33 0.14 0.34 0.60 0.26 0.30 0.43 0.09 0.13 0.26 Volume/Cap: 0.74 0.82 0.16 0.56 0.92 0.74 0.70 0.37 0.34 0.29 0.96 0.54 Delay/Veh: 40.4 28.3 19.3 33.8 34.3 14.7 29.2 22.2 15.8 34.7 66.3 26.9 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.4 28.3 19.3 33.8 34.3 14.7 29.2 22.2 15.8 34.7 66.3 26.9 DesignQueue: 13 45 3 10 51 14 22 18 6 4 17 8 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Traffix 7.5.1115 (c) 2001 Dowling Assoc. Licensed to URBAN CROSSROADS, IRVINE 94