1.3 Kentucky 1993 — 68 22 10 32 2055 2
1.9 Kentucky 1993 33 67 24 9 33 2447 2
2.8 Florida 1995 47 66 — — 34 — 30
2.9 Florida 1996 271 41 41 18 59 — 30
3 Kentucky 1993 — 31 31 38 69 4250 2
3.1 Florida 1995 28 71 — — 29 — 30
3.1 Florida 1996 29 38 — — 62 — 30
3.2 Florida 1996 202 40 39 21 60 — 30
3.3 — 1996 — 62 — — 38 — 21
4.2 Indiana 1993 — 56 25 19 44 1632 2
4.3 Florida 1994 304 62 — — 38 — 30
General Urban/Suburban
Vehicle Pass-By Rates by Land Use
Source: ITE Trip Generation Manual , 11th Edition
934
Fast-Food Restaurant with Drive-Through Window
Weekday PM Peak Period
11 55%
Pass-By Characteristics for Individual Sites
State or Province
Survey
Year # Interviews
Pass-By
Trip (%)
Non-Pass-By Trips Adj Street Peak
Hour Volume
60%
10%
LEGEND # Instersection # Driveway
PROJECT SITE
15%
15%
25%
40%
60%
20%
15%6
5 1
3 5%
5% 4
20%
15%
Date Palm Drive Mixed Use - Study Area and Trip Distribution (Phase 1 Only) Attachment 3a
25%
45%
10%
15%
LEGEND # Instersection # Driveway
PROJECT SITE
15%
15%
25%
15%
30%
30%
55%
5%
5%6
5 1
2 3
5%
5% 4
20%
15%
Date Palm Drive Mixed Use - Study Area and Trip Distribution (Phase 1 and 2 Total) Attachment 3b
Date Palm Drive Mixed Use
Scenarios 1 & 2 Phase 1 Volumes
Attachment 4a
Date Palm Drive Mixed Use
Scenario 1 Phases 1 & 2
AM Peak Hour Intersection Volumes
Attachment 4b
Date Palm Drive Mixed Use
Scenario 2 Phases 1 & 2 Volumes
Attachment 4c
APPENDIX B ‐
TRAFFIC VOLUME DATA
CITY: Cathedral City PROJECT:
AM Period NB SB PM Period NB SB
0:00 21 21 12:00 126 128
0:15 15 19 12:15 151 145
0:30 21 11 12:30 150 130
0:45 14 71 13 64 135 12:45 149 576 148 551 1127
1:00 14 6 13:00 173 155
1:15 21 17 13:15 182 121
1:30 10 6 13:30 161 157
1:45 6 51 9 38 89 13:45 174 690 164 597 1287
2:00 16 9 14:00 197 141
2:15 10 12 14:15 162 163
2:30 7 7 14:30 165 173
2:45 7 40 10 38 78 14:45 190 714 207 684 1398
3:00 9 11 15:00 207 165
3:15 10 6 15:15 204 163
3:30 10 13 15:30 205 172
3:45 10 39 16 46 85 15:45 231 847 253 753 1600
4:00 11 6 16:00 280 195
4:15 15 10 16:15 271 174
4:30 17 25 16:30 243 184
4:45 20 63 34 75 138 16:45 220 1014 182 735 1749
5:00 33 30 17:00 265 190
5:15 33 33 17:15 236 172
5:30 62 63 17:30 197 151
5:45 42 170 109 235 405 17:45 204 902 158 671 1573
6:00 59 102 18:00 206 160
6:15 67 134 18:15 140 125
6:30 71 143 18:30 183 141
6:45 86 283 169 548 831 18:45 168 697 135 561 1258
7:00 91 188 19:00 136 126
7:15 94 169 19:15 151 117
7:30 126 248 19:30 116 129
7:45 95 406 288 893 1299 19:45 152 555 135 507 1062
8:00 130 200 20:00 148 120
8:15 134 266 20:15 137 90
8:30 167 236 20:30 120 101
8:45 132 563 240 942 1505 20:45 110 515 73 384 899
9:00 86 155 21:00 117 70
9:15 125 131 21:15 111 72
9:30 116 156 21:30 116 62
9:45 121 448 144 586 1034 21:45 87 431 79 283 714
10 :00 104 141 22:00 73 60
10:15 104 144 22:15 85 48
10:30 118 139 22:30 63 42
10:45 109 435 164 588 1023 22:45 62 283 47 197 480
11:00 110 124 23:00 62 32
11:15 119 157 23:15 39 28
11:30 152 181 23:30 33 28
11:45 133 514 158 620 1134 23:45 40 174 30 118 292
Total Vol. 3083 4673 7756 7398 6041 13439
NB SB Combined
10481 10714 21195
Split % 39.7% 60.3% 36.6% 55.0% 45.0% 63.4%
Peak Hour 8:00 7:30 7:45 15:45 15:45 15:45
Volume 563 1002 1516 1025 806 1831
P.H.F. 0.84 0.87 0.94 0.94 0.80 0.95
Tuesday, May 09, 2023 SC4010
ADT1 Date Palm north of Mccallum. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888 CITY: Cathedral City PROJECT:
AM Period NB SB PM Period NB SB
0:00 19 24 12:00 130 125
0:15 16 18 12:15 143 144
0:30 20 10 12:30 157 133
0:45 14 69 13 65 134 12:45 152 582 155 557 1139
1:00 14 6 13:00 169 140
1:15 10 13 13:15 182 135
1:30 11 6 13:30 159 155
1:45 6 41 11 36 77 13:45 173 683 151 581 1264
2:00 15 9 14:00 186 151
2:15 10 11 14:15 167 155
2:30 7 8 14:30 154 177
2:45 7 39 10 38 77 14:45 193 700 191 674 1374
3:00 10 11 15:00 200 153
3:15 9 9 15:15 206 159
3:30 10 12 15:30 201 193
3:45 11 40 16 48 88 15:45 260 867 237 742 1609
4:00 10 7 16:00 264 176
4:15 16 12 16:15 250 187
4:30 18 24 16:30 243 162
4:45 19 63 37 80 143 16:45 233 990 181 706 1696
5:00 28 28 17:00 231 182
5:15 35 34 17:15 250 175
5:30 65 73 17:30 211 169
5:45 41 169 108 243 412 17:45 193 885 140 666 1551
6:00 60 98 18:00 212 156
6:15 69 141 18:15 151 130
6:30 70 137 18:30 184 147
6:45 83 282 172 548 830 18:45 176 723 143 576 1299
7:00 93 203 19:00 141 128
7:15 108 193 19:15 157 119
7:30 116 236 19:30 115 138
7:45 112 429 283 915 1344 19:45 155 568 120 505 1073
8:00 121 212 20:00 163 126
8:15 124 266 20:15 134 91
8:30 165 237 20:30 124 96
8:45 136 546 211 926 1472 20:45 110 531 73 386 917
9:00 98 169 21:00 117 65
9:15 116 125 21:15 116 77
9:30 121 152 21:30 123 60
9:45 123 458 139 585 1043 21:45 79 435 73 275 710
10 :00 112 147 22:00 81 62
10:15 121 133 22:15 86 48
10:30 148 133 22:30 63 44
10:45 139 520 159 572 1092 22:45 57 287 46 200 487
11:00 113 136 23:00 65 30
11:15 120 150 23:15 37 27
11:30 146 171 23:30 38 33
11:45 137 516 146 603 1119 23:45 40 180 26 116 296
Total Vol. 3172 4659 7831 7431 5984 13415
NB SB Combined
10603 10643 21246
Split % 40.5% 59.5% 36.9% 55.4% 44.6% 63.1%
Peak Hour 11:45 7:45 7:45 15:45 15:30 15:45
Volume 567 998 1520 1017 793 1779
P.H.F. 0.90 0.88 0.95 0.97 0.84 0.89
Tuesday, May 09, 2023 SC4010
ADT2 Date Palm south of 30th. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888 CITY: Cathedral City PROJECT:
AM Period NB SB PM Period NB SB
0:00 19 29 12:00 146 148
0:15 19 20 12:15 161 158
0:30 23 13 12:30 166 123
0:45 13 74 14 76 150 12:45 157 630 150 579 1209
1:00 13 17 13:00 191 131
1:15 10 15 13:15 193 144
1:30 11 6 13:30 159 165
1:45 9 43 9 47 90 13:45 179 722 175 615 1337
2:00 17 11 14:00 215 169
2:15 13 11 14:15 177 166
2:30 9 8 14:30 183 180
2:45 10 49 11 41 90 14:45 239 814 213 728 1542
3:00 15 11 15:00 216 197
3:15 10 10 15:15 198 233
3:30 11 14 15:30 212 226
3:45 18 54 17 52 106 15:45 327 953 235 891 1844
4:00 13 7 16:00 297 197
4:15 26 14 16:15 282 204
4:30 30 30 16:30 271 203
4:45 27 96 34 85 181 16:45 262 1112 202 806 1918
5:00 38 34 17:00 283 210
5:15 53 42 17:15 270 227
5:30 65 55 17:30 243 207
5:45 68 224 107 238 462 17:45 204 1000 176 820 1820
6:00 88 109 18:00 234 176
6:15 109 147 18:15 192 152
6:30 129 152 18:30 219 148
6:45 135 461 189 597 1058 18:45 167 812 137 613 1425
7:00 158 258 19:00 143 121
7:15 202 243 19:15 185 126
7:30 207 279 19:30 126 126
7:45 176 743 292 1072 1815 19:45 156 610 122 495 1105 8:00 185 274 20:00 171 127
8:15 181 294 20:15 135 93
8:30 223 251 20:30 124 105
8:45 188 777 228 1047 1824 20:45 93 523 73 398 921
9:00 128 182 21:00 104 91
9:15 149 130 21:15 105 89
9:30 150 160 21:30 129 77
9:45 136 563 145 617 1180 21:45 76 414 74 331 745
10 :00 131 147 22:00 79 76
10:15 136 151 22:15 69 67
10:30 115 155 22:30 70 56
10:45 130 512 164 617 1129 22:45 67 285 49 248 533
11:00 136 135 23:00 62 39
11:15 146 151 23:15 38 36
11:30 150 194 23:30 38 45
11:45 149 581 160 640 1221 23:45 36 174 32 152 326
Total Vol. 4177 5129 9306 8049 6676 14725
NB SB Combined
12226 11805 24031
Split % 44.9% 55.1% 38.7% 54.7% 45.3% 61.3%
Peak Hour 8:00 7:30 7:30 15:45 15:00 15:45
Volume 777 1139 1888 1177 891 2016
P.H.F. 0.87 0.97 0.97 0.91 0.95 0.90
Tuesday, May 09, 2023 SC4010
ADT4 Date Palm north of Tortuga. Prepared by AimTD LLC tel. 714 253 7888 Daily Totals
AM PM
[email protected] Tell. 714 253 7888
T218
DATE: LOCATION: PROJECT #: SC4010
Tue, May 9, 23 NORTH & SOUTH: LOCATION #: 1
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 1 1 0 1 1 0 0 0 0 0
7:00 AM 6 71 6 14 163 11 12 29 26 12 17 8 375 0 0 0 0 0 7:15 AM 3 79 14 6 152 11 8 52 20 16 37 7 405 0 0 0 0 0
7:30 AM 10 98 10 13 228 7 20 45 34 18 48 8 539 0 0 0 0 0 7:45 AM 5 73 6 14 264 10 12 15 26 18 50 10 503 2 0 0 0 2 8:00 AM 7 109 10 22 164 14 12 50 22 11 21 8 450 0 1 0 0 1 8:15 AM 12 112 12 32 223 11 15 61 23 12 27 6 546 0 1 0 0 1 8:30 AM 16 136 14 16 208 12 13 65 23 18 34 18 573 1 0 0 0 1 8:45 AM 9 106 13 13 219 8 10 15 15 9 35 16 468 0 0 0 0 0 VOLUMES 68 784 85 130 1,621 84 102 332 189 114 269 81 3,859 3 2 0 0 5 APPROACH % 7% 84% 9% 7% 88% 5% 16% 53% 30% 25% 58% 17%
APP/DEPART 937 / 969 1,835 / 1,927 623 / 545 464 / 418 0
BEGIN PEAK HR
VOLUMES 40 430 42 84 859 47 52 191 94 59 132 42 2,072
APPROACH % 8% 84% 8% 8% 87% 5% 15% 57% 28% 25% 57% 18%
PEAK HR FACTOR 0.771 0.859 0.834 0.747 0.904
APP/DEPART 512 / 526 990 / 1,015 337 / 315 233 / 216 0
4:00 PM 17 238 22 13 165 17 22 25 17 28 49 18 631 0 2 0 0 2 4:15 PM 19 237 14 8 160 6 24 45 18 15 37 10 593 0 0 0 0 0 4:30 PM 24 219 11 15 155 14 10 19 15 9 20 14 525 1 0 0 0 1 4:45 PM 23 188 16 13 163 6 26 22 22 18 21 5 523 0 1 0 0 1 5:00 PM 29 234 14 12 172 6 18 17 16 8 25 12 563 1 1 0 0 2 5:15 PM 37 212 14 7 145 20 15 26 22 19 32 9 558 0 0 0 0 0 5:30 PM 19 168 9 9 133 9 19 25 23 13 24 9 460 0 1 0 0 1 5:45 PM 26 177 14 12 138 8 16 20 17 15 14 9 466 0 2 0 0 2 VOLUMES 194 1,673 114 89 1,231 86 150 199 150 125 222 86 4,319 2 7 0 0 9 APPROACH % 10% 84% 6% 6% 88% 6% 30% 40% 30% 29% 51% 20% APP/DEPART 1,981 / 1,916 1,406 / 1,508 499 / 395 433 / 500 0
BEGIN PEAK HR
VOLUMES 83 882 63 49 643 43 82 111 72 70 127 47 2,272
APPROACH % 8% 86% 6% 7% 87% 6% 31% 42% 27% 29% 52% 19%
PEAK HR FACTOR 0.928 0.942 0.761 0.642 0.900
APP/DEPART 1,028 / 1,014 735 / 786 265 / 220 244 / 252 0 Date Palm
NORTH SIDE
Mccallum WEST SIDE EAST SIDE Mccallum
SOUTH SIDE
Date Palm
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1
7:15 AM 0 1 1 0 2 0 1 1 0 2 0 0 0 0 0
7:30 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0
7:45 AM 0 0 0 2 2 0 0 0 2 2 0 0 0 0 0
8:00 AM 1 1 0 3 5 1 1 0 3 5 0 0 0 0 0
8:15 AM 0 2 0 3 5 0 1 0 2 3 0 1 0 1 2
8:30 AM 2 1 1 1 5 1 1 1 1 4 1 0 0 0 1
8:45 AM 0 3 2 0 5 0 2 2 0 4 0 1 0 0 1
TOTAL 4 8 5 10 27 3 6 5 8 22 1 2 0 2 5
AM BEGIN PEAK HR 2 3 1 8 14
4:00 PM 1 0 0 2 3 1 0 0 1 2 0 0 0 1 1
4:15 PM 0 2 1 1 4 0 1 1 1 3 0 1 0 0 1
4:30 PM 0 1 0 1 2 0 1 0 1 2 0 0 0 0 0
4:45 PM 0 1 1 0 2 0 1 1 0 2 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 2 0 1 3 0 2 0 1 3 0 0 0 0 0
5:30 PM 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 1 8 2 5 16 1 7 2 4 14 0 1 0 1 2
1 3 2 3 9
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Cathedral City
Date Palm
Mccallum
PM BEGIN PEAK HR 4:00 PM
BICYCLE CROSSINGSPEDESTRIAN CROSSINGS
U-TURNS
Date Palm Date Palm Mccallum Mccallum
AMPM AM
7:45 AM
PM
4:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:45 AM
Add U-Turns to Left Turns
3,241 170 2,852 219 TOTAL 2,885
1,406 86 1,231 89 PM 1,916
1,835 84 1,621 130 AM 969
464
433
897
918
500
418
81 86
167
269
222
491
TOTAL
PM
AM
114
125
239
252
150
102
AM
PM
TOTAL
531
199
332
339
150
189
545
395
940
1,122
499
623
1,927 AM 68 784 85 937
1,508 PM 194 1,673 114 1,981
3,435 TOTAL 262 2,457 199 2,918
1,725 90 1,502 133 TOTAL 1,540
735 43 643 49 PM 1,014
990 47 859 84 AM 526
233
244
477
468
252
216
42 47
89 132
127
259
TOTAL
PM
AM AM 7:45 AM
8:45 AM
59 70
129
134
82 52
#N/A
AM
PM
TOTAL
302
111
191 PM 4:00 PM
5:45 PM
166
72 94
315
220
535
602
265
337
1,015 AM 40 430 42 512
786 PM 83 882 63 1,028
1,801 Total 123 1,312 105 1,540
AimTD LLC
TURNING MOVEMENT COUNTS
Date Palm
Mccallum
Mccallum
Cathedral City
SC4010
ALL HOURS
Date Palm
Date Palm
Date Palm
Mccallum
Mccallum
PEAK HOUR
T218
DATE: LOCATION: PROJECT #: SC4010
Tue, May 9, 23 NORTH & SOUTH: LOCATION #: 3
EAST & WEST: CONTROL: SIGNAL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 0 1 3 0 1 1 0 1 1 0 0 0 0 0
7:00 AM 6 84 3 51 188 17 31 24 13 3 17 37 474 0 0 0 1 1 7:15 AM 9 88 11 67 161 19 40 48 29 3 34 68 577 0 0 0 0 0 7:30 AM 14 87 15 64 193 16 50 72 30 13 37 67 658 0 0 0 0 0 7:45 AM 15 87 10 52 255 20 33 57 18 10 35 52 644 0 1 0 0 1 8:00 AM 9 102 10 70 184 17 26 45 15 13 38 56 585 0 2 0 0 2 8:15 AM 13 96 15 100 205 13 15 70 29 31 68 68 723 1 0 0 0 1 8:30 AM 15 132 18 78 178 12 19 66 26 31 73 70 718 2 0 0 0 2 8:45 AM 16 113 7 40 167 11 22 33 23 20 52 53 557 1 0 0 0 1 VOLUMES 97 789 89 522 1,531 125 236 415 183 124 354 471 4,936 4 3 0 1 8 APPROACH % 10% 81% 9% 24% 70% 6% 28% 50% 22% 13% 37% 50% APP/DEPART 975 / 1,499 2,178 / 1,841 834 / 1,024 949 / 572 0
BEGIN PEAK HR
VOLUMES 52 417 53 300 822 62 93 238 88 85 214 246 2,670 APPROACH % 10% 80% 10% 25% 69% 5% 22% 57% 21% 16% 39% 45% PEAK HR FACTOR 0.791 0.905 0.919 0.783 0.923
APP/DEPART 522 / 759 1,184 / 998 419 / 588 545 / 325 0
4:00 PM 50 206 8 46 129 23 21 37 24 16 79 91 730 7 0 0 0 7 4:15 PM 35 207 8 32 152 24 28 31 22 7 41 61 648 6 0 0 0 6 4:30 PM 34 198 11 41 131 27 12 32 19 9 56 60 630 3 0 0 0 3 4:45 PM 28 197 8 35 147 20 22 26 21 9 43 47 603 4 0 0 0 4 5:00 PM 19 207 5 26 158 26 26 37 14 9 37 54 618 1 0 0 0 1 5:15 PM 28 211 11 45 154 20 23 28 14 4 45 44 627 3 1 0 0 4 5:30 PM 21 186 4 34 150 28 17 26 12 4 37 42 561 3 1 0 0 4 5:45 PM 25 149 19 40 108 27 16 43 17 8 36 45 533 7 0 0 0 7 VOLUMES 240 1,561 74 299 1,129 195 165 260 143 66 374 444 4,950 34 2 0 0 36 APPROACH % 13% 83% 4% 18% 70% 12% 29% 46% 25% 7% 42% 50% APP/DEPART 1,875 / 2,172 1,623 / 1,372 568 / 631 884 / 775 0
BEGIN PEAK HR
VOLUMES 147 808 35 154 559 94 83 126 86 41 219 259 2,611 APPROACH % 15% 82% 4% 19% 69% 12% 28% 43% 29% 8% 42% 50% PEAK HR FACTOR 0.938 0.970 0.899 0.698 0.894
APP/DEPART 990 / 1,150 807 / 706 295 / 315 519 / 440 0
Date Palm
NORTH SIDE
30th WEST SIDE EAST SIDE 30th
SOUTH SIDE
Date Palm
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 6 0 0 6 0 2 0 0 2 0 4 0 0 4
7:15 AM 5 0 0 1 6 2 0 0 1 3 3 0 0 0 3
7:30 AM 2 4 0 0 6 0 4 0 0 4 2 0 0 0 2
7:45 AM 3 2 0 0 5 3 1 0 0 4 0 1 0 0 1
8:00 AM 2 5 0 0 7 2 3 0 0 5 0 2 0 0 2
8:15 AM 6 10 2 0 18 3 8 2 0 13 3 2 0 0 5
8:30 AM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2
8:45 AM 0 2 0 1 3 0 0 0 0 0 0 2 0 1 3
TOTAL 18 31 2 2 53 10 18 2 1 31 8 13 0 1 22
AM BEGIN PEAK HR 8 12 2 0 22
4:00 PM 0 2 0 1 3 0 0 0 1 1 0 2 0 0 2
4:15 PM 0 1 0 1 2 0 1 0 1 2 0 0 0 0 0
4:30 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 2 0 0 0 2 1 0 0 0 1 1 0 0 0 1
5:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1
5:30 PM 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 2 6 0 3 11 1 3 0 3 7 1 3 0 0 4
0 1 0 3 4
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Cathedral City
Date Palm
30th
PM BEGIN PEAK HR 4:00 PM
BICYCLE CROSSINGSPEDESTRIAN CROSSINGS
U-TURNS
Date Palm Date Palm 30th 30th
AMPM AM
7:45 AM
PM
4:00 PM
PEDESTRIAN + BIKE CROSSINGS
7:45 AM
Add U-Turns to Left Turns
3,801 320 2,660 821 TOTAL 3,671
1,623 195 1,129 299 PM 2,172
2,178 125 1,531 522 AM 1,499
949
884
1,833
1,347
775
572
471
444
915
354
374
728
TOTAL
PM
AM
124
66 190
401
165
236
AM
PM
TOTAL
675
260
415
326
143
183
1,024
631
1,655
1,402
568
834
1,841 AM 97 789 89 975
1,372 PM 240 1,561 74 1,875
3,213 TOTAL 337 2,350 163 2,850
1,991 156 1,381 454 TOTAL 1,909
807 94 559 154 PM 1,150
1,184 62 822 300 AM 759
545
519
1,064
765
440
325
246
259
505
214
219
433
TOTAL
PM
AM AM 7:45 AM
8:45 AM
85 41
126
176
83 93
#N/A
AM
PM
TOTAL
364
126
238 PM 4:00 PM
5:45 PM
174
86 88
588
315
903
714
295
419
998 AM 52 417 53 522
706 PM 147 808 35 990
1,704 Total 199 1,225 88 1,512
AimTD LLC
TURNING MOVEMENT COUNTS
Date Palm
30th
30th
Cathedral City
SC4010
ALL HOURS
Date Palm
Date Palm
Date Palm
30th
30th
PEAK HOUR
T218
DATE: LOCATION: PROJECT #: SC4010
Tue, May 9, 23 NORTH & SOUTH: LOCATION #: 4
EAST & WEST: CONTROL: NO CONTROL
NOTES: AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL LANES: 1 3 X X 3 0 0 X 0 X X X 0 0 0 0
7:00 AM 5 153 0 0 246 2 7 0 12 0 0 0 425 0 0 0 0 0
7:15 AM 3 195 0 0 228 2 8 0 15 0 0 0 451 0 0 0 0 0
7:30 AM 11 196 0 0 263 3 7 0 16 0 0 0 496 0 0 0 0 0
7:45 AM 8 168 0 0 272 4 13 0 20 0 0 0 485 0 0 0 1 1
8:00 AM 12 173 0 0 248 1 4 0 26 0 0 0 464 0 0 0 0 0
8:15 AM 6 175 0 0 260 3 4 0 34 0 0 0 482 0 0 0 0 0
8:30 AM 21 199 0 0 235 5 4 0 18 0 0 0 482 0 0 0 0 0
8:45 AM 11 177 0 0 204 2 4 0 24 0 0 0 422 0 0 0 0 0
VOLUMES 77 1,436 0 0 1,956 22 51 0 165 0 0 0 3,708 0 0 0 1 1 APPROACH % 5% 95% 0% 0% 99% 1% 24% 0% 76% 0% 0% 0%
APP/DEPART 1,513 / 1,487 1,978 / 2,121 216 / 1 1 / 99 0
BEGIN PEAK HR
VOLUMES 37 712 0 0 1,043 11 28 0 96 0 0 0 1,928
APPROACH % 5% 95% 0% 0% 99% 1% 23% 0% 77% 0% 0% 0%
PEAK HR FACTOR 0.905 0.955 0.816 0.250 0.972
APP/DEPART 749 / 740 1,054 / 1,139 124 / 1 1 / 48 0
4:00 PM 23 274 0 0 186 9 5 0 11 0 0 0 508 0 0 0 0 0
4:15 PM 22 260 0 0 192 6 7 0 12 0 0 0 499 0 0 0 0 0
4:30 PM 18 253 0 0 187 16 4 0 21 0 0 0 499 0 0 0 0 0
4:45 PM 22 240 0 0 191 11 10 0 11 0 0 0 485 0 0 0 0 0
5:00 PM 19 259 0 0 200 12 4 0 10 0 0 0 504 0 0 0 0 0
5:15 PM 19 251 0 0 212 9 5 0 15 0 0 0 511 0 0 0 0 0
5:30 PM 16 227 0 0 198 6 4 0 9 0 0 0 460 0 0 0 0 0
5:45 PM 17 187 0 0 163 3 1 0 13 0 0 0 384 0 0 0 0 0
VOLUMES 156 1,951 0 0 1,529 72 40 0 102 0 0 0 3,850 0 0 0 0 0 APPROACH % 7% 93% 0% 0% 96% 4% 28% 0% 72% 0% 0% 0%
APP/DEPART 2,107 / 1,991 1,601 / 1,631 142 / 0 0 / 228 0
BEGIN PEAK HR
VOLUMES 78 1,003 0 0 790 48 23 0 57 0 0 0 1,999
APPROACH % 7% 93% 0% 0% 94% 6% 29% 0% 71% 0% 0% 0%
PEAK HR FACTOR 0.972 0.948 0.800 0.000 0.978
APP/DEPART 1,081 / 1,026 838 / 847 80 / 0 0 / 126 0
Date Palm
NORTH SIDE
Tachevah WEST SIDE EAST SIDE Tachevah
SOUTH SIDE
Date Palm
N SIDE S SIDE E SIDE W SIDE TOTAL N SIDE S SIDE E SIDE W SIDE TOTAL NS SS ES WS TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
AM BEGIN PEAK HR 0 0 0 0 0
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] Cathedral City
Date Palm
Tachevah
PM BEGIN PEAK HR 4:30 PM
BICYCLE CROSSINGSPEDESTRIAN CROSSINGS
U-TURNS
Date Palm Date Palm Tachevah Tachevah
AMPM AM
7:30 AM
PM
4:30 PM
PEDESTRIAN + BIKE CROSSINGS
7:30 AM
Add U-Turns to Left Turns
3,579 94 3,485 0 TOTAL 3,478
1,601 72 1,529 0 PM 1,991
1,978 22 1,956 0 AM 1,487
1 0
1 327
228
99 0
0 0
0 0
0 TOTAL
PM
AM
0 0
0 91
40 51
AM
PM
TOTAL
0 0
0 267
102
165
1 0
1 358
142
216
2,121 AM 77 1,436 0 1,513
1,631 PM 156 1,951 0 2,107
3,752 TOTAL 233 3,387 0 3,620
1,892 59 1,833 0 TOTAL 1,766
838 48 790 0 PM 1,026
1,054 11 1,043 0 AM 740
1 0
1 174
126
48 0
0 0
0 0
0 TOTAL
PM
AM AM 7:30 AM
8:45 AM
0 0
0 51
23 28
#N/A
AM
PM
TOTAL
0 0
0 PM 4:30 PM
5:45 PM
153
57 96
1 0
1 204
80 124
1,139 AM 37 712 0 749
847 PM 78 1,003 0 1,081
1,986 Total 115 1,715 0 1,830
AimTD LLC
TURNING MOVEMENT COUNTS
Date Palm
Tachevah
Tachevah
Cathedral City
SC4010
ALL HOURS
Date Palm
Date Palm
Date Palm
Tachevah
Tachevah
PEAK HOUR
VARNER RD
422
VARNER RD
59 --
7--
47SONNY BONO MEMORIAL FWY
15374
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FW
Y
15374
SONNY BONO MEMORIAL FW
Y
0 SONNY BONO MEMORIAL FWY
8878
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FWY
8878
SONNY BONO MEMORIAL FWY
0 --
0--
4 --
0--
4 -- 13
-- 149
--
0--
2 --0--3
VISTA CHINO
2147
VISTA CHINO
2032
--
24--
378
--
70 --
29 MC CALLUM WAY
368
MC CALLUM WAY
554
--
0--
3 --
328
--
615
VISTA CHINO
1772
VISTA CHINO
2103
CATHEDRAL CANYON DR
2950
CATHEDRAL CANYON DR
2673
DATE PALM
DR
2181
DATE PALM
DR
2694
DA V
ALL DR
590
DA VALL D
R
776
LANDAU BLVD
789
LANDAU BLVD
798
LANDAU BLVD
983
LANDAU BLVD
1043
MC CALLUM WAY
263
MC CALLUM WAY
143
30TH AVE
370
30TH AVE
26330TH AVE
536
30TH AVE
429
LANDAU B
LV
D
972
LANDAU B
LV
D
1822
RAMON RD
2953
RAMON RD
2509 RAMON RD
3130
RAMON RD
2709
VISTA CHINO
2377
VISTA CHINO
1912
SONNY BONO MEMORIAL FWY
7171SONNY BONO MEMORIAL FWY
0 VARNER RD
387
VARNER RD
75 --0--2
-- 0-- 2
RAMON RD
2974
RAMON RD
2570
--103
--30
--
137
--
85--3
--56
-- 0
-- 3
-- 113-- 89
--
427
--
240
--
523--
185
--
231
--
150
--
319
--
182
--471
--206
--
0 --
3 --
0 --
3 --
160
--
158
--
6--
28 --532
--363
RAMON RD
3608
RAMON RD
3679
--
187--
183
--
154
--
253
--
299
--
158
DA VALL DR
593
DA VALL DR
819
--
46--
124
--
120
--
100
DATE PALM
DR
2236
DATE PALM
DR
2646
--172
--233
--
530
--
291
--
459--
347
VARNER RD
385
VARNER RD
77 --
76 --
76 --609
--579
--270
--144
-- 0-- 3
RAMON RD
3395
RAMON RD
3742
--887
--329
-- 414-- 309
30TH AVE
294
30TH AVE
848
DATE PALM
DR
1696
DATE PALM
DR
2476
DATE PALM
DR
1465
DATE PALM
DR
2326
--
179--
81 RAMON RD
2778
RAMON RD
4470 RAMON RD
2778
RAMON RD
4472
-- 659
-- 246
AVENID
A M
ARAVIL
LA
32AVENID
A M
ARAVIL
LA
92 30TH AVE
489
30TH AVE
485
LANDAU BLVD
640
LANDAU BLVD
1095
RAMON RD
2968
RAMON RD
3811
--899
--403
DA VALL DR
263
DA VALL DR
370
DA VALL DR
449
DA VALL DR
436
-- 513
-- 287
--
401
--
183
DATE PALM
DR
2049
DATE PALM
DR
2800
--254
--249
MC CALLUM WAY
645
MC CALLUM WAY
634
--
384--
432
DATE PALM
DR
1724
DATE PALM
DR
2959
DATE PALM
DR
3938
DATE PALM
DR
3986
RAMON RD
2851
RAMON RD
2520
RAMON RD
3145
RAMON RD
2766
--
163--
113
--
14--
357
30TH AVE
456
30TH AVE
392
RAMON RD
3632
RAMON RD
3673
--1707
--0
SONNY BONO MEMORIAL FWY
12502
AVENIDA M
ARAVIL
LA
561
AVENIDA M
ARAVIL
LA
211
--
0 --
3 --2872
--0
MC CALLUM WAY
645
MC CALLUM WAY
634
MC CALLUM WAY
576
MC CALLUM WAY
400
30TH AVE
868
30TH AVE
391
30TH AVE
868
30TH AVE
391
DATE PALM
DR
1862
DATE PALM
DR
3084
DATE PALM
DR
1779
DATE PALM
DR
2903
DATE PALM
DR
557
DATE PALM
DR
1421
LANDAU BLVD
1026
LANDAU BLVD
1640
LANDAU B
LV
D
1026
LANDAU B
LV
D
1640
MC CALLUM WAY
410
MC CALLUM WAY
695
MC CALLUM WAY
314
MC CALLUM WAY
412
-- 3
AVENID
A M
ARAVILLA
217
AVENID
A M
ARAVILLA
227
AVENID
A M
ARAVILLA
217
AVENID
A M
ARAVILLA
227
LANDAU B
LVD
1089
LANDAU B
LVD
1655
LANDAU BLVD
1089
LANDAU BLVD
1655
AVENIDA M
ARAVILLA
56 1
AVENIDA M
ARAVILLA
211
DA VALL DR
578
DA VALL DR
685
DA VALL DR
547
DA VALL DR
752
AVENIDA MARAVILLA
302
AVENIDA MARAVILLA
171
AVENIDA M
ARAVILLA
217
AVENIDA M
ARAVILLA
227
MC CALLUM WAY
576
MC CALLUM WAY
400
MC CALLUM WAY
576
MC CALLUM WAY
400
RAMON RD
2851
RAMON RD
2520
--
0 --2872
RIVCOM 3 - 2018 AM peak period volum
es
0 .05 .1 .15
Miles
HCMTYPE
CC (6867)
Collector (8161)
Freeway (8427)
HOV (893)
Local (3067)
MinArterial (12486)
PrArterial (8422)
VARNER RD
863
VARNER RD
643
--
92--
101SONNY BONO MEMORIAL FWY
49800
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FW
Y
49800
SONNY BONO MEMORIAL FW
Y
0 SONNY BONO MEMORIAL FWY
47428
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FWY
47428
SONNY BONO MEMORIAL FWY
0 --
5--
8 --
5--
8 -- 231
-- 246
--
3--
4 --4--5
VISTA CHINO
8464
VISTA CHINO
8155
--
548--
595
--
200
--
250
MC CALLUM WAY
1709
MC CALLUM WAY
1863
--
4--
5 --
1980
--
2168
VISTA CHINO
7573
VISTA CHINO
7635
CATHEDRAL CANYON DR
11293
CATHEDRAL CANYON DR
11293
DATE PALM
DR
9809
DATE PALM
DR
9712
DA V
ALL DR
2768
DA VALL D
R
2771
LANDAU BLVD
3198
LANDAU BLVD
3073
LANDAU BLVD
4195
LANDAU BLVD
4043
MC CALLUM WAY
805
MC CALLUM WAY
731
30TH AVE
1163
30TH AVE
114830TH AVE
1845
30TH AVE
1857
LANDAU B
LV
D
5493
LANDAU B
LV
D
5911
RAMON RD
11397
RAMON RD
11271 RAMON RD
12090
RAMON RD
11990
VISTA CHINO
8737
VISTA CHINO
8288
SONNY BONO MEMORIAL FWY
38750SONNY BONO MEMORIAL FWY
0 VARNER RD
824
VARNER RD
620
--2--4
-- 3-- 5
RAMON RD
11586
RAMON RD
11651
--283
--246
--
459
--
434
--65
--81
-- 4
-- 5
-- 454-- 439
--
1418
--
1322
--
1479
--
1319
--
799
--
608
--
1052
--
984
--1392
--1276
--
4 --
6 --
4 --
6 --
687
--
683
--
60--
73 --1776
--1616
RAMON RD
15219
RAMON RD
15308
--
710--
691
--
880
--
948
--
952
--
885
DA VALL DR
2594
DA VALL DR
2789
--
373--
417
--
464
--
458
DATE PALM
DR
9707
DATE PALM
DR
9703
--789
--886
--
1717
--
1616
--
1672--
1645
VARNER RD
822
VARNER RD
622
--
318
--
318
--2606
--2618
--867
--817
-- 4-- 6
RAMON RD
14868
RAMON RD
14957
--2498
--2257
-- 1423
-- 1388
30TH AVE
2085
30TH AVE
2354
DATE PALM
DR
8262
DATE PALM
DR
8451
DATE PALM
DR
7463
DATE PALM
DR
7843
--
556--
506
RAMON RD
15033
RAMON RD
15719 RAMON RD
15035
RAMON RD
15722
-- 1882
-- 1694
AVENID
A M
ARAVIL
LA
236
AVENID
A M
ARAVIL
LA
257
30TH AVE
1897
30TH AVE
1925
LANDAU BLVD
3328
LANDAU BLVD
3575
RAMON RD
14213
RAMON RD
14483
--2748
--2568
DA VALL DR
1148
DA VALL DR
1163
DA VALL DR
1604
DA VALL DR
1670
-- 1685
-- 1757
--
1186
--
1110
DATE PALM
DR
9683
DATE PALM
DR
9686
--855
--895
MC CALLUM WAY
2422
MC CALLUM WAY
2456
--
1600--
1423
DATE PALM
DR
9149
DATE PALM
DR
9439
DATE PALM
DR
16338
DATE PALM
DR
15791
RAMON RD
11244
RAMON RD
11334
RAMON RD
12374
RAMON RD
12457
--
568--
549
--
486--
493
30TH AVE
1662
30TH AVE
1668
RAMON RD
15171
RAMON RD
15271
--8679
--0
SONNY BONO MEMORIAL FWY
40141
AVENIDA M
ARAVIL
LA
1568
AVENIDA M
ARAVIL
LA
1428
--
4 --
6 --9659
--0
MC CALLUM WAY
2422
MC CALLUM WAY
2456
MC CALLUM WAY
1773
MC CALLUM WAY
1976
30TH AVE
2558
30TH AVE
2376
30TH AVE
2558
30TH AVE
2376
DATE PALM
DR
9735
DATE PALM
DR
10066
DATE PALM
DR
9188
DATE PALM
DR
9451
DATE PALM
DR
3693
DATE PALM
DR
3973
LANDAU BLVD
5294
LANDAU BLVD
5411
LANDAU B
LV
D
5294
LANDAU B
LV
D
5411
MC CALLUM WAY
2097
MC CALLUM WAY
2221
MC CALLUM WAY
1350
MC CALLUM WAY
1379
-- 6
AVENID
A M
ARAVILLA
895
AVENID
A M
ARAVILLA
898
AVENID
A M
ARAVILLA
895
AVENID
A M
ARAVILLA
898
LANDAU B
LVD
5328
LANDAU B
LVD
5622
LANDAU BLVD
5328
LANDAU BLVD
5622
AVENIDA M
ARAVILLA
15 68
AVENIDA M
ARAVILLA
142
8 DA VALL DR
2297
DA VALL DR
2437
DA VALL DR
2350
DA VALL DR
2538
AVENIDA MARAVILLA
977
AVENIDA MARAVILLA
913
AVENIDA M
ARAVILLA
895
AVENIDA M
ARAVILLA
898
MC CALLUM WAY
1773
MC CALLUM WAY
1976
MC CALLUM WAY
1773
MC CALLUM WAY
1976
RAMON RD
11244
RAMON RD
11334
--
0 --9659
RIVCOM 3 - 2018 Daily volumes
0 .05 .1 .15
Miles
HCMTYPE
CC (6867)
Collector (8161)
Freeway (8427)
HOV (893)
Local (3067)
MinArterial (12486)
PrArterial (8422)
VARNER RD
126
VARNER RD
335
--
50--
11SONNY BONO MEMORIAL FWY
12533
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FW
Y
12533
SONNY BONO MEMORIAL FW
Y
0 SONNY BONO MEMORIAL FWY
18469
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FWY
18469
SONNY BONO MEMORIAL FWY
0 --
3--
2 --
3--
2 -- 123
-- 28
--
1--
1 --2--1
VISTA CHINO
2577
VISTA CHINO
2475
--
304--
64 --
43 --
86 MC CALLUM WAY
622
MC CALLUM WAY
507
--
2--
1 --
678
--
509
VISTA CHINO
2483
VISTA CHINO
2143
CATHEDRAL CANYON DR
3446
CATHEDRAL CANYON DR
3650
DATE PALM
DR
3273
DATE PALM
DR
2780
DA V
ALL DR
910
DA VALL D
R
743
LANDAU BLVD
1011
LANDAU BLVD
941
LANDAU BLVD
1334
LANDAU BLVD
1202
MC CALLUM WAY
195
MC CALLUM WAY
285
30TH AVE
326
30TH AVE
40330TH AVE
555
30TH AVE
618
LANDAU B
LV
D
2096
LANDAU B
LV
D
1441
RAMON RD
3214
RAMON RD
3578 RAMON RD
3428
RAMON RD
3794
VISTA CHINO
2504
VISTA CHINO
2661
SONNY BONO MEMORIAL FWY
15352SONNY BONO MEMORIAL FWY
0 VARNER RD
136
VARNER RD
303
--1--1
-- 2-- 1
RAMON RD
3301
RAMON RD
3650
--56
--109
--
122
--
159
--36
--7
-- 2
-- 1
-- 124-- 140
--
367
--
487
--
332--
562
--
215
--
201
--
276
--
364
--327
--510
--
2 --
1 --
2 --
1 --
211
--
204
--
28--
13 --475
--592
RAMON RD
4660
RAMON RD
4510
--
219--
226
--
322
--
240
--
245
--
343
DA VALL DR
922
DA VALL DR
740
--
136--
80 --
132
--
144
DATE PALM
DR
3231
DATE PALM
DR
2809
--254
--254
--
429
--
604
--
472--
555
VARNER RD
137
VARNER RD
302
--
102
--
102
--740
--757
--207
--303
-- 2-- 1
RAMON RD
4667
RAMON RD
4313
--557
--956
-- 410-- 468
30TH AVE
904
30TH AVE
520
DATE PALM
DR
2963
DATE PALM
DR
2256
DATE PALM
DR
2748
DATE PALM
DR
2055
--
135--
202
RAMON RD
5338
RAMON RD
3921 RAMON RD
5339
RAMON RD
3922
-- 423
-- 710
AVENID
A M
ARAVIL
LA
101
AVENID
A M
ARAVIL
LA
56 30TH AVE
603
30TH AVE
619
LANDAU BLVD
1223
LANDAU BLVD
915
RAMON RD
4690
RAMON RD
3928
--630
--1039
DA VALL DR
403
DA VALL DR
326
DA VALL DR
512
DA VALL DR
501
-- 423
-- 656
--
276
--
445
DATE PALM
DR
3345
DATE PALM
DR
2685
--254
--291
MC CALLUM WAY
759
MC CALLUM WAY
777
--
506--
450
DATE PALM
DR
3448
DATE PALM
DR
2386
DATE PALM
DR
5080
DATE PALM
DR
4744
RAMON RD
3234
RAMON RD
3534
RAMON RD
3547
RAMON RD
3888
--
161--
198
--
279--
41 30TH AVE
502
30TH AVE
563
RAMON RD
4644
RAMON RD
4511
--3117
--0
SONNY BONO MEMORIAL FWY
10109
AVENIDA M
ARAVIL
LA
343
AVENIDA M
ARAVIL
LA
602
--
2 --
1 --2424
--0
MC CALLUM WAY
759
MC CALLUM WAY
777
MC CALLUM WAY
481
MC CALLUM WAY
732
30TH AVE
611
30TH AVE
959
30TH AVE
611
30TH AVE
959
DATE PALM
DR
3637
DATE PALM
DR
2578
DATE PALM
DR
3410
DATE PALM
DR
2432
DATE PALM
DR
1489
DATE PALM
DR
859
LANDAU BLVD
1926
LANDAU BLVD
1411
LANDAU B
LV
D
1926
LANDAU B
LV
D
1411
MC CALLUM WAY
768
MC CALLUM WAY
572
MC CALLUM WAY
464
MC CALLUM WAY
387
-- 1
AVENID
A M
ARAVILLA
292
AVENID
A M
ARAVILLA
284
AVENID
A M
ARAVILLA
292
AVENID
A M
ARAVILLA
284
LANDAU B
LVD
1932
LANDAU B
LVD
1473
LANDAU BLVD
1932
LANDAU BLVD
1473
AVENIDA M
ARAVILLA
34 3
AVENIDA M
ARAVILLA
602
DA VALL DR
785
DA VALL DR
683
DA VALL DR
844
DA VALL DR
675
AVENIDA MARAVILLA
259
AVENIDA MARAVILLA
349
AVENIDA M
ARAVILLA
292
AVENIDA M
ARAVILLA
284
MC CALLUM WAY
481
MC CALLUM WAY
732
MC CALLUM WAY
481
MC CALLUM WAY
732
RAMON RD
3234
RAMON RD
3534
--
0 --2424
0 .05 .1 .15
Miles
HCMTYPE
CC (6867)
Collector (8161)
Freeway (8427)
HOV (893)
Local (3067)
MinArterial (12486)
PrArterial (8422)
RIVCOM 3 - 2018 PM peak period volumes
--
10--
84 VISTA CHINO
180VISTA CHINO
292
--0 --47
VALLEY CENT
ER BLVD
0 VALLEY CENT
ER
BLVD
0 --
1--
6 --
28--
13 --59
--208
--
0--
1 VALLEY CENTER BLVD
0 VALLEY CENTER BLVD
0 SONNY BONO MEMORIAL FWY
15013SONNY BONO MEMORIAL FWY
0 --1--5
SONNY BONO MEMORIAL FWY
18304
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FW
Y
14542SONNY BONO MEMORIAL FW
Y
0 VISTA CHINO
2270
VISTA CHINO
2623
--
92--
495
-- 184
-- 151
--
2--
7 DA VALL DR
990
DA VALL DR
1322
MC CALLUM WAY
532
MC CALLUM WAY
679
VISTA CHINO
2098
VISTA CHINO
2700
CATHEDRAL CANYON DR
2565
CATHEDRAL CANYON DR
2269
--
676
--
900
LANDAU BLVD
1413
LANDAU BLVD
1628
MC CALLUM WAY
214
MC CALLUM WAY
158
30TH AVE
762
30TH AVE
309
RAMON RD
3388
RAMON RD
3529
LANDAU BLVD
1332
LANDAU BLVD
1685
LANDAU B
LV
D
1083
LANDAU B
LV
D
2258
DATE PALM
DR
2143
DATE PALM
DR
3160
30TH AVE
675
30TH AVE
150
RAMON RD
3537
RAMON RD
3727
VISTA CHINO
2467
VISTA CHINO
2554
VARNER RD
1064
VARNER RD
149
SONNY BONO MEMORIAL FWY
12613SONNY BONO MEMORIAL FWY
0 --5--30
RAMON RD
3427
RAMON RD
3524
-- 1-- 6
--109
--41
SONNY BONO MEMORIAL FWY
17647
SONNY BONO MEMORIAL FWY
0 --
204
--
113--10
--69
SONNY BONO MEMORIAL FW
Y
18441
SONNY BONO MEMORIAL FW
Y
0 SONNY BONO MEMORIAL FW
Y
14669
-- 199-- 147
--
832
--
456
-- 1
-- 4
--
591
--
227
--
237
--
252
--
379
--
219
--540
--338
--
61 --
20 --
1 --
5 --
166
--
141
DA VALL DR
1528
DA VALL DR
1275
--
13--
60 RAMON RD
3336
RAMON RD
3917
RAMON RD
3248
RAMON RD
5841
--
350--
308
--
188
--
313
--0
--0
--497
--453
--
280
--
140
SONNY BONO MEMORIAL FWY
17647
30TH AVE
953
30TH AVE
407
VARNER RD
1116
VARNER RD
153
DA VALL DR
1034
DA VALL DR
1322
DATE PALM
DR
2230
DATE PALM
DR
3040
--
202
--
199
LANDAU BLVD
1267
LANDAU BLVD
2161
RAMON RD
3562
RAMON RD
3735
--
592
--
316
DA VALL D
R
115
DA V
ALL DR
232
--
0--
0 --
257--
425
--
67 --
64 --719
--701
--159
--253
RAMON RD
3795
RAMON RD
4672
--957
--365
-- 3-- 9
-- 430-- 355
30TH AVE
320
30TH AVE
861
DATE PALM
DR
2226
DATE PALM
DR
3129
--638
--165
VARNER RD
1060
VARNER RD
151
--
194--
100
DATE PALM
DR
1989
DATE PALM
DR
2877
-- 45-- 136
-- 725
-- 318
AVENID
A M
ARAVIL
LA
0AVENID
A M
ARAVIL
LA
86 --
127
--0
30TH AVE
492
30TH AVE
440
DA VALL DR
967
DA VALL DR
1101
AVENIDA M
ARAVILLA
170
AVENIDA M
ARAVILLA
216
--994
--453
-- 683
-- 446
LANDAU BLVD
1316
LANDAU BLVD
2106
DA VALL DR
1001
DA VALL DR
1274
--
382
--
165
DATE PALM
DR
2042
DATE PALM
DR
3228
--403
--351
MC CALLUM WAY
982
MC CALLUM WAY
865
--
421--
526
--127--0
LANDAU BLVD
1056
LANDAU BLVD
1521
DATE PALM
DR
2544
DATE PALM
DR
3548
DATE PALM
DR
3848
DATE PALM
DR
5063
--
658
--
0 --658
--0
--
82--
457--
150--
113
MC CALLUM WAY
915
MC CALLUM WAY
654
30TH AVE
492
30TH AVE
354
--
795
--
0 --0--0
RAMON RD
3447
RAMON RD
4010
RAMON RD
3243
RAMON RD
5812
--2400
--0
SONNY BONO MEMORIAL FWY
14542
VISTA CHINO
292
VISTA CHINO
180
SONNY BONO MEMORIAL FWY
15457
RAMON RD
3212
RAMON RD
3767
--
471
--
0 AVENIDA M
ARAVIL
LA
540
AVENIDA M
ARAVIL
LA
227
DA VALL DR
115
DA VALL DR
232
--2847
--
0 DA VALL DR
1347
DA VALL DR
983
--
2 --
6 MC CALLUM WAY
982
MC CALLUM WAY
865
RAMON RD
3347
RAMON RD
4765
--2847
--0
DATE PALM DR
2723
DATE PALM DR
4020
MC CALLUM WAY
915
MC CALLUM WAY
654
MC CALLUM WAY
616
MC CALLUM WAY
1002
--
0 --
0 DATE PALM
DR
2017
DATE PALM
DR
3013
DATE PALM
DR
2609
DATE PALM
DR
3781
MC CALLUM WAY
667
MC CALLUM WAY
676
--
6 DA VALL DR
1044
DA VALL DR
1234
--
795
--
0 DA VALL DR
576
DA VALL DR
349
AVENIDA M
ARAVILLA
54 0
AVENIDA M
ARAVILLA
227
AVENIDA M
ARAVILLA
170
AVENIDA M
ARAVILLA
216
AVENID
A M
ARAVIL
LA
281
AVENIDA M
ARAVIL
LA
186
RAMON RD
3212
RAMON RD
3767
--
471
--
0 DA V
ALL DR
115
DA V
ALL DR
232
DA VALL DR
1009
DA VALL DR
1293
RAMON RD
3347
RAMON RD
4765
DA VALL DR
576
DA VALL DR
349
DA VALL DR
576
DA VALL DR
349
RIVCOM 3 - 2045 AM peak period volum
es
0 .05 .1 .15
Miles
HCMTYPE
CC (6867)
Collector (8161)
Freeway (8427)
HOV (893)
Local (3067)
MinArterial (12486)
PrArterial (8422)
--
154--
171
VISTA CHINO
923VISTA CHINO
912
--0 --47
VALLEY CENT
ER BLVD
0 VALLEY CENT
ER
BLVD
0 --
10--
13 --
86--
79 --412
--419
--
2--
2 VALLEY CENTER BLVD
0 VALLEY CENTER BLVD
0 SONNY BONO MEMORIAL FWY
67787SONNY BONO MEMORIAL FWY
0 --13--15
SONNY BONO MEMORIAL FWY
68684
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FW
Y
65493SONNY BONO MEMORIAL FW
Y
0 VISTA CHINO
9964
VISTA CHINO
9878
--
868--
906
-- 798
-- 813
--
18--
20 DA VALL DR
4530
DA VALL DR
4647
MC CALLUM WAY
2259
MC CALLUM WAY
2436
VISTA CHINO
9697
VISTA CHINO
9796
CATHEDRAL CANYON DR
10066
CATHEDRAL CANYON DR
10086
--
3110
--
3206
LANDAU BLVD
5887
LANDAU BLVD
6011
MC CALLUM WAY
582
MC CALLUM WAY
714
30TH AVE
2387
30TH AVE
1293
RAMON RD
14022
RAMON RD
14232
LANDAU BLVD
5912
LANDAU BLVD
6096
LANDAU B
LV
D
6170
LANDAU B
LV
D
6761
DATE PALM
DR
10355
DATE PALM
DR
11630
30TH AVE
2004
30TH AVE
671
RAMON RD
14510
RAMON RD
14706
VISTA CHINO
10112
VISTA CHINO
9935
VARNER RD
1779
VARNER RD
1447
SONNY BONO MEMORIAL FWY
56878SONNY BONO MEMORIAL FWY
0 --57--72
RAMON RD
14088
RAMON RD
13984
-- 9-- 11
--313
--278
SONNY BONO MEMORIAL FWY
66310
SONNY BONO MEMORIAL FWY
0 --
655
--
614--96
--119
SONNY BONO MEMORIAL FW
Y
68694
SONNY BONO MEMORIAL FW
Y
0 SONNY BONO MEMORIAL FW
Y
66232
-- 738-- 722
--
2635
--
2510
-- 10-- 11
--
1740
--
1583
--
1068
--
992
--
1294
--
1204
--1886
--1791
--
171
--
151
--
13 --
14 --
642
--
622
DA VALL DR
6057
DA VALL DR
4544
--
136
--
160
RAMON RD
15040
RAMON RD
15264
RAMON RD
17765
RAMON RD
18799
--
1360--
1138
--
1012
--
1115
--0
--0
--1726
--1772
--
788
--
722
SONNY BONO MEMORIAL FWY
66310
30TH AVE
2762
30TH AVE
2521
VARNER RD
1882
VARNER RD
1547
DA VALL DR
4674
DA VALL DR
4478
DATE PALM
DR
10269
DATE PALM
DR
11638
--
820
--
816
LANDAU BLVD
6476
LANDAU BLVD
6914
RAMON RD
14840
RAMON RD
14773
--
1862
--
1754
DA VALL D
R
592
DA V
ALL DR
657
--
0--
0 --
1799--
1854
--
280
--
279
--3040
--3076
--877
--960
RAMON RD
17087
RAMON RD
17291
--2733
--2471
-- 24-- 27
-- 1624
-- 1643
30TH AVE
2151
30TH AVE
2405
DATE PALM
DR
10721
DATE PALM
DR
11236
--1284
--1120
VARNER RD
1772
VARNER RD
1444
--
617--
570
DATE PALM
DR
9653
DATE PALM
DR
10245
-- 373-- 418
-- 2171
-- 1977
AVENID
A M
ARAVIL
LA
47AVENID
A M
ARAVIL
LA
86 --
738
--0
30TH AVE
1691
30TH AVE
1683
DA VALL DR
4068
DA VALL DR
3954
AVENIDA M
ARAVILLA
683
AVENIDA M
ARAVILLA
695
--2990
--2751
-- 2295
-- 2312
LANDAU BLVD
6437
LANDAU BLVD
6942
DA VALL DR
4518
DA VALL DR
4339
--
1077
--
992
DATE PALM
DR
10309
DATE PALM
DR
11661
--1439
--1358
MC CALLUM WAY
3647
MC CALLUM WAY
3547
--
1732--
1665
--738--0
LANDAU BLVD
4961
LANDAU BLVD
5270
DATE PALM
DR
12408
DATE PALM
DR
13019
DATE PALM
DR
17810
DATE PALM
DR
18896
--
2374
--
0 --2374
--0
--
771--
754--
557--
531
MC CALLUM WAY
3008
MC CALLUM WAY
3007
30TH AVE
1644
30TH AVE
1597
--
2384 --
0 --0--0
RAMON RD
15192
RAMON RD
15452
RAMON RD
17708
RAMON RD
18726
--
10909
--0
SONNY BONO MEMORIAL FWY
65493
VISTA CHINO
912
VISTA CHINO
923
SONNY BONO MEMORIAL FWY
57846
RAMON RD
13814
RAMON RD
13865
--
2293
--
0 AVENIDA M
ARAVIL
LA
1539
AVENIDA M
ARAVIL
LA
1400
DA VALL DR
592
DA VALL DR
657
--10838
--
0 DA VALL DR
5133
DA VALL DR
3632
--
16 --
18 MC CALLUM WAY
3647
MC CALLUM WAY
3547
RAMON RD
16283
RAMON RD
16725
--10838
--0
DATE PALM DR
13268
DATE PALM DR
14038
MC CALLUM WAY
3008
MC CALLUM WAY
3007
MC CALLUM WAY
3208
MC CALLUM WAY
3295
--
0 --
0 DATE PALM
DR
9750
DATE PALM
DR
10153
DATE PALM
DR
12599
DATE PALM
DR
13265
MC CALLUM WAY
2735
MC CALLUM WAY
2697
--
18 DA VALL DR
4539
DA VALL DR
4293
--
2384
--
0 DA VALL DR
2817
DA VALL DR
1326
AVENIDA M
ARAVILLA
15 39
AVENIDA M
ARAVILLA
140
0 AVENIDA M
ARAVILLA
683
AVENIDA M
ARAVILLA
695
AVENID
A M
ARAVIL
LA
982
AVENIDA M
ARAVIL
LA
928
RAMON RD
13814
RAMON RD
13865
--
2293
--
0 DA V
ALL DR
592
DA V
ALL DR
657
DA VALL DR
4562
DA VALL DR
4363
RAMON RD
16283
RAMON RD
16725
DA VALL DR
2817
DA VALL DR
1326
DA VALL DR
2817
DA VALL DR
1326
RIVCOM 3 - 2045 Daily volumes
0 .05 .1 .15
Miles
HCMTYPE
CC (6867)
Collector (8161)
Freeway (8427)
HOV (893)
Local (3067)
MinArterial (12486)
PrArterial (8422)
--
87--
17 VISTA CHINO
322VISTA CHINO
229
--0 --0
VALLEY CENT
ER BLVD
0 VALLEY CENT
ER
BLVD
0 --
5--
2 --
20--
31 --182
--80
--
1--
0 VALLEY CENTER BLVD
0 VALLEY CENTER BLVD
0 SONNY BONO MEMORIAL FWY
22741SONNY BONO MEMORIAL FWY
0 --5--3
SONNY BONO MEMORIAL FWY
19842
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FW
Y
21949SONNY BONO MEMORIAL FW
Y
0 VISTA CHINO
3185
VISTA CHINO
2735
--
419--
149
-- 223
-- 289
--
7--
4 DA VALL DR
1534
DA VALL DR
1213
MC CALLUM WAY
781
MC CALLUM WAY
692
VISTA CHINO
3197
VISTA CHINO
2640
CATHEDRAL CANYON DR
2950
CATHEDRAL CANYON DR
3195
--
1046
--
850
LANDAU BLVD
1913
LANDAU BLVD
1803
MC CALLUM WAY
143
MC CALLUM WAY
272
30TH AVE
634
30TH AVE
419
RAMON RD
4373
RAMON RD
4220
LANDAU BLVD
1967
LANDAU BLVD
1788
LANDAU B
LV
D
2442
LANDAU B
LV
D
1598
DATE PALM
DR
3508
DATE PALM
DR
3291
30TH AVE
470
30TH AVE
251
RAMON RD
4506
RAMON RD
4365
VISTA CHINO
3092
VISTA CHINO
2867
VARNER RD
243
VARNER RD
882
SONNY BONO MEMORIAL FWY
19239SONNY BONO MEMORIAL FWY
0 --27--12
RAMON RD
4392
RAMON RD
4095
-- 5-- 2
--68
--116
SONNY BONO MEMORIAL FWY
19199
SONNY BONO MEMORIAL FWY
0 --
166
--
234--47
--20
SONNY BONO MEMORIAL FW
Y
19737
SONNY BONO MEMORIAL FW
Y
0 SONNY BONO MEMORIAL FW
Y
22237
-- 198-- 238
--
653
--
953
-- 4
-- 2
--
394
--
659
--
338
--
267
--
336
--
437
--500
--642
--
36 --
65 --
5 --
3 --
188
--
201
DA VALL DR
1839
DA VALL DR
1281
--
62--
27 RAMON RD
4940
RAMON RD
4208
RAMON RD
6713
RAMON RD
4489
--
411--
367
--
361
--
284
--0
--0
--496
--614
--
200
--
286
SONNY BONO MEMORIAL FWY
19199
30TH AVE
641
30TH AVE
1010
VARNER RD
250
VARNER RD
941
DA VALL DR
1661
DA VALL DR
1197
DATE PALM
DR
3431
DATE PALM
DR
3358
--
249
--
248
LANDAU BLVD
2385
LANDAU BLVD
1833
RAMON RD
4649
RAMON RD
4298
--
463
--
671
DA VALL D
R
229
DA V
ALL DR
164
--
0--
0 --
586--
489
--
88 --
91 --882
--903
--299
--247
RAMON RD
5718
RAMON RD
4742
--612
--1036
-- 9-- 5
-- 466-- 547
30TH AVE
918
30TH AVE
544
DATE PALM
DR
3701
DATE PALM
DR
3043
--231
--561
VARNER RD
243
VARNER RD
878
--
155--
221
DATE PALM
DR
3364
DATE PALM
DR
2776
-- 147-- 78
-- 518
-- 790
AVENID
A M
ARAVIL
LA
47AVENID
A M
ARAVIL
LA
0 --
288
--0
30TH AVE
509
30TH AVE
559
DA VALL DR
1388
DA VALL DR
1119
AVENIDA M
ARAVILLA
233
AVENIDA M
ARAVILLA
213
--698
--1101
-- 602
-- 842
LANDAU BLVD
2360
LANDAU BLVD
1857
DA VALL DR
1521
DA VALL DR
1182
--
245
--
405
DATE PALM
DR
3572
DATE PALM
DR
3238
--415
--457
MC CALLUM WAY
1092
MC CALLUM WAY
1174
--
563--
514
--288--0
LANDAU BLVD
1712
LANDAU BLVD
1494
DATE PALM
DR
4291
DATE PALM
DR
3520
DATE PALM
DR
5838
DATE PALM
DR
5304
--
643
--
0 --643
--0
--
377--
116--
163--
187
MC CALLUM WAY
814
MC CALLUM WAY
1083
30TH AVE
462
30TH AVE
559
--
538
--
0 --0--0
RAMON RD
4956
RAMON RD
4245
RAMON RD
6686
RAMON RD
4477
--3502
--0
SONNY BONO MEMORIAL FWY
21949
VISTA CHINO
229
VISTA CHINO
322
SONNY BONO MEMORIAL FWY
16850
RAMON RD
4516
RAMON RD
3903
--
792
--
0 AVENIDA M
ARAVIL
LA
351
AVENIDA M
ARAVIL
LA
576
DA VALL DR
229
DA VALL DR
164
--2992
--
0 DA VALL DR
1516
DA VALL DR
1052
--
6 --
3 MC CALLUM WAY
1092
MC CALLUM WAY
1174
RAMON RD
5709
RAMON RD
4329
--2992
--0
DATE PALM DR
4694
DATE PALM DR
3749
MC CALLUM WAY
814
MC CALLUM WAY
1083
MC CALLUM WAY
1190
MC CALLUM WAY
849
--
0 --
0 DATE PALM
DR
3383
DATE PALM
DR
2712
DATE PALM
DR
4432
DATE PALM
DR
3564
MC CALLUM WAY
881
MC CALLUM WAY
840
--
3 DA VALL DR
1582
DA VALL DR
1182
--
538
--
0 DA VALL DR
992
DA VALL DR
423
AVENIDA M
ARAVILLA
35 1
AVENIDA M
ARAVILLA
576
AVENIDA M
ARAVILLA
233
AVENIDA M
ARAVILLA
213
AVENID
A M
ARAVIL
LA
273
AVENIDA M
ARAVIL
LA
338
RAMON RD
4516
RAMON RD
3903
--
792
--
0 DA V
ALL DR
229
DA V
ALL DR
164
DA VALL DR
1631
DA VALL DR
1165
RAMON RD
5709
RAMON RD
4329
DA VALL DR
992
DA VALL DR
423
DA VALL DR
992
DA VALL DR
423
RIVCOM 3 - 2045 PM peak period volumes
0 .05 .1 .15
Miles
HCMTYPE
CC (6867)
Collector (8161)
Freeway (8427)
HOV (893)
Local (3067)
MinArterial (12486)
PrArterial (8422)
In Out In Out
Model 2018 183 187 226 219
Model 2045 308 350 367 411
Annual Growth
Model 2023 Interpolated 209 187 257 219
2.88% 2.77%
AM PM
3,801 320 2,660 821 TOTAL 3,671
1,623 195 1,129 299 PM 2,172
2,178 125 1,531 522 AM 1,499
949
884
1,833
1,347
775
572
471
444
915
354
374
728
TOTAL
PM
AM
124
66 190
401
165
236
AM
PM
TOTAL
675
260
415
326
143
183
1,024
631
1,655
1,402
568
834
1,841 AM 97 789 89 975
1,372 PM 240 1,561 74 1,875
3,213 TOTAL 337 2,350 163 2,850
1,991 156 1,381 454 TOTAL 1,909
807 94 559 154 PM 1,150
1,184 62 822 300 AM 759
545
519
1,064
AM PM
765
440
325
246
259
505
45% 50%
214
219
433
39% 42%
TOTAL
PM
AM AM 7:45 AM
8:45 AM
85 41
126
16% 8%
176
83 93
#N/A
AM
PM
TOTAL
364
126
238 PM 4:00 PM
5:45 PM
174
86 88
588
315
903
714
295
419
998 AM 52 417 53 522
706 PM 147 808 35 990
1,704 Total 199 1,225 88 1,512
AimTD LLC
TURNING MOVEMENT COUNTS
Date Palm
30th
30th
Cathedral City
SC4010
ALL HOURS
Date Palm
Date Palm
Date Palm
30th
30th
PEAK HOUR
Date Palm Drive Mixed Use
Developed Year 2023
AM/PM Peak Hour Intersection Volumes
APPENDIX C ‐
EXISTING CONDITIONS PEAK HOUR INTERSECTION ANALYSIS WORKSHEETS HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 1: Date Palm Drive & McCallum Way 05/27/2023
Existing Year 2023 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 52 191 94 59 132 42 40 430 42 84 859 47 Future Volume (veh/h) 52 191 94 59 132 42 40 430 42 84 859 47 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 58 212 104 66 147 47 44 478 47 93 954 52 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 456 362 178 356 415 133 87 1374 133 147 1604 87 Arrive On Green 0.31 0.31 0.31 0.31 0.31 0.31 0.05 0.29 0.29 0.08 0.32 0.32 Sat Flow, veh/h 1187 1178 578 1062 1352 432 1781 4726 458 1781 4946 269 Grp Volume(v), veh/h 58 0 316 66 0 194 44 342 183 93 656 350 Grp Sat Flow(s),veh/h/ln 1187 0 1756 1062 0 1784 1781 1702 1780 1781 1702 1811 Q Serve(g_s), s 1.5 0.0 5.7 2.1 0.0 3.2 0.9 3.0 3.0 1.9 6.1 6.1 Cycle Q Clear(g_c), s 4.7 0.0 5.7 7.8 0.0 3.2 0.9 3.0 3.0 1.9 6.1 6.1 Prop In Lane 1.00 0.33 1.00 0.24 1.00 0.26 1.00 0.15
Lane Grp Cap(c), veh/h 456 0 539 356 0 548 87 990 518 147 1104 587 V/C Ratio(X) 0.13 0.00 0.59 0.19 0.00 0.35 0.50 0.35 0.35 0.63 0.59 0.60 Avail Cap(c_a), veh/h 913 0 1215 765 0 1235 237 1268 663 379 1540 819 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 11.9 0.0 11.0 14.3 0.0 10.1 17.4 10.5 10.5 16.7 10.6 10.6 Incr Delay (d2), s/veh 0.1 0.0 1.0 0.2 0.0 0.4 4.4 0.2 0.4 4.4 0.5 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 1.9 0.5 0.0 1.1 0.4 0.8 0.8 0.8 1.5 1.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.1 0.0 12.0 14.5 0.0 10.5 21.9 10.7 10.9 21.1 11.1 11.6 LnGrp LOS B A B B A B C B B C B B
Approach Vol, veh/h 374 260 569 1099
Approach Delay, s/veh 12.0 11.5 11.6 12.1
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.1 14.9 15.5 5.8 16.2 15.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 8.0 14.0 26.0 5.0 17.0 26.0 Max Q Clear Time (g_c+I1), s 3.9 5.0 7.7 2.9 8.1 9.8
Green Ext Time (p_c), s 0.1 2.0 2.1 0.0 3.9 1.3
Intersection Summary
HCM 6th Ctrl Delay 11.9
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 3: Date Palm Drive & 30th Avenue 05/27/2023
Existing Year 2023 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 93 238 88 85 214 246 52 417 53 300 822 62 Future Volume (veh/h) 93 238 88 85 214 246 52 417 53 300 822 62 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 101 259 96 92 233 267 57 453 58 326 893 67 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 129 502 412 119 492 405 93 807 101 373 1614 121 Arrive On Green 0.07 0.27 0.27 0.07 0.26 0.26 0.05 0.18 0.18 0.21 0.33 0.33 Sat Flow, veh/h 1781 1870 1536 1781 1870 1541 1781 4590 577 1781 4845 362 Grp Volume(v), veh/h 101 259 96 92 233 267 57 334 177 326 627 333 Grp Sat Flow(s),veh/h/ln 1781 1870 1536 1781 1870 1541 1781 1702 1763 1781 1702 1804 Q Serve(g_s), s 3.2 6.7 2.8 2.9 6.0 8.9 1.8 5.1 5.3 10.1 8.6 8.7 Cycle Q Clear(g_c), s 3.2 6.7 2.8 2.9 6.0 8.9 1.8 5.1 5.3 10.1 8.6 8.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.33 1.00 0.20
Lane Grp Cap(c), veh/h 129 502 412 119 492 405 93 599 310 373 1134 601 V/C Ratio(X) 0.78 0.52 0.23 0.77 0.47 0.66 0.61 0.56 0.57 0.87 0.55 0.55 Avail Cap(c_a), veh/h 155 849 697 155 849 699 187 1247 646 373 1604 850 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.1 17.8 16.4 26.3 17.8 18.8 26.6 21.6 21.6 21.9 15.6 15.6 Incr Delay (d2), s/veh 18.9 0.8 0.3 15.8 0.7 1.8 6.5 0.8 1.7 19.9 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 2.5 0.9 1.6 2.3 2.8 0.8 1.8 2.0 5.5 2.6 2.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.1 18.6 16.6 42.1 18.5 20.7 33.1 22.4 23.3 41.8 16.0 16.4 LnGrp LOS D B B D B C C C C D B B
Approach Vol, veh/h 456 592 568 1286
Approach Delay, s/veh 24.1 23.1 23.7 22.7
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.0 14.1 7.8 19.4 7.0 23.1 8.2 19.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 12.0 21.0 5.0 26.0 6.0 27.0 5.0 26.0 Max Q Clear Time (g_c+I1), s 12.1 7.3 4.9 8.7 3.8 10.7 5.2 10.9 Green Ext Time (p_c), s 0.0 2.4 0.0 1.5 0.0 5.0 0.0 1.9 Intersection Summary
HCM 6th Ctrl Delay 23.2
HCM 6th LOS C
Date Palm Drive Mixed UseHCM 6th TWSC
4: Date Palm Drive & Tachevah Drive 05/27/2023
Existing Year 2023 Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 1.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 28 96 37 712 1043 11
Future Vol, veh/h 28 96 37 712 1043 11
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 0 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 29 99 38 734 1075 11
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1451 543 1086 0 - 0
Stage 1 1081 - - - - -
Stage 2 370 - - - - -
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 183 414 356 - - -
Stage 1 216 - - - - -
Stage 2 613 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 163 414 356 - - -
Mov Cap-2 Maneuver 163 - - - - -
Stage 1 193 - - - - -
Stage 2 613 - - - - -
Approach EB NB SB
HCM Control Delay, s 24.8 0.8 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 356 - 307 - -
HCM Lane V/C Ratio 0.107 - 0.416 - -
HCM Control Delay (s) 16.3 - 24.8 - -
HCM Lane LOS C - C - -
HCM 95th %tile Q(veh) 0.4 - 2 - -
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 1: Date Palm Drive & McCallum Way 05/27/2023
Existing Year 2023 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 82 111 72 70 127 47 83 882 63 49 643 43 Future Volume (veh/h) 82 111 72 70 127 47 83 882 63 49 643 43 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 91 123 80 78 141 52 92 980 70 54 714 48 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 413 281 183 401 348 128 149 1653 118 103 1533 102 Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.08 0.34 0.34 0.06 0.31 0.31 Sat Flow, veh/h 1187 1051 683 1177 1302 480 1781 4863 347 1781 4879 326 Grp Volume(v), veh/h 91 0 203 78 0 193 92 685 365 54 497 265 Grp Sat Flow(s),veh/h/ln 1187 0 1734 1177 0 1782 1781 1702 1806 1781 1702 1801 Q Serve(g_s), s 2.4 0.0 3.5 2.1 0.0 3.2 1.8 6.0 6.0 1.1 4.2 4.2 Cycle Q Clear(g_c), s 5.6 0.0 3.5 5.6 0.0 3.2 1.8 6.0 6.0 1.1 4.2 4.2 Prop In Lane 1.00 0.39 1.00 0.27 1.00 0.19 1.00 0.18
Lane Grp Cap(c), veh/h 413 0 464 401 0 477 149 1157 614 103 1070 566 V/C Ratio(X) 0.22 0.00 0.44 0.19 0.00 0.40 0.62 0.59 0.59 0.52 0.46 0.47 Avail Cap(c_a), veh/h 956 0 1257 940 0 1292 348 1614 856 248 1424 754 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.1 0.0 10.9 13.2 0.0 10.8 15.9 9.8 9.8 16.4 9.9 9.9 Incr Delay (d2), s/veh 0.3 0.0 0.7 0.2 0.0 0.6 4.1 0.5 0.9 4.0 0.3 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 1.1 0.5 0.0 1.1 0.7 1.4 1.5 0.4 1.0 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.4 0.0 11.5 13.5 0.0 11.3 20.0 10.3 10.7 20.4 10.2 10.5 LnGrp LOS B A B B A B B B B C B B
Approach Vol, veh/h 294 271 1142 816
Approach Delay, s/veh 12.1 12.0 11.2 11.0
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.1 16.2 13.6 7.0 15.3 13.6
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 5.0 17.0 26.0 7.0 15.0 26.0 Max Q Clear Time (g_c+I1), s 3.1 8.0 7.6 3.8 6.2 7.6
Green Ext Time (p_c), s 0.0 4.1 1.5 0.0 2.9 1.3
Intersection Summary
HCM 6th Ctrl Delay 11.3
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 3: Date Palm Drive & 30th Avenue 05/27/2023
Existing Year 2023 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 83 126 86 41 219 259 147 808 35 154 559 94 Future Volume (veh/h) 83 126 86 41 219 259 147 808 35 154 559 94 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 92 140 96 46 243 288 163 898 39 171 621 104 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 123 499 417 82 457 386 205 1375 60 214 1231 203 Arrive On Green 0.07 0.27 0.27 0.05 0.24 0.24 0.12 0.27 0.27 0.12 0.28 0.28 Sat Flow, veh/h 1781 1870 1562 1781 1870 1583 1781 5016 217 1781 4411 728 Grp Volume(v), veh/h 92 140 96 46 243 288 163 609 328 171 477 248 Grp Sat Flow(s),veh/h/ln 1781 1870 1562 1781 1870 1583 1781 1702 1830 1781 1702 1735 Q Serve(g_s), s 2.8 3.2 2.6 1.4 6.2 9.2 4.9 8.6 8.7 5.1 6.4 6.6 Cycle Q Clear(g_c), s 2.8 3.2 2.6 1.4 6.2 9.2 4.9 8.6 8.7 5.1 6.4 6.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.12 1.00 0.42
Lane Grp Cap(c), veh/h 123 499 417 82 457 386 205 933 501 214 950 484 V/C Ratio(X) 0.75 0.28 0.23 0.56 0.53 0.75 0.79 0.65 0.65 0.80 0.50 0.51 Avail Cap(c_a), veh/h 163 890 743 163 890 753 228 1308 703 228 1308 666 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.0 15.9 15.6 25.5 18.0 19.1 23.6 17.5 17.6 23.4 16.5 16.6 Incr Delay (d2), s/veh 12.6 0.3 0.3 5.9 1.0 2.9 16.0 0.8 1.5 17.0 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 1.2 0.8 0.7 2.3 3.1 2.7 2.9 3.2 2.8 2.0 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.6 16.2 15.9 31.4 18.9 22.0 39.5 18.3 19.0 40.4 16.9 17.4 LnGrp LOS D B B C B C D B B D B B
Approach Vol, veh/h 328 577 1100 896
Approach Delay, s/veh 22.1 21.4 21.7 21.5
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.6 19.0 6.5 18.6 10.3 19.3 7.8 17.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 21.0 5.0 26.0 7.0 21.0 5.0 26.0 Max Q Clear Time (g_c+I1), s 7.1 10.7 3.4 5.2 6.9 8.6 4.8 11.2 Green Ext Time (p_c), s 0.0 4.0 0.0 0.9 0.0 3.2 0.0 2.0 Intersection Summary
HCM 6th Ctrl Delay 21.6
HCM 6th LOS C
Date Palm Drive Mixed UseHCM 6th TWSC
4: Date Palm Drive & Tachevah Drive 05/27/2023
Existing Year 2023 Synchro 11 Report
Timing Plan: PM Peak
Intersection
Int Delay, s/veh 1.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 23 57 78 1003 790 48
Future Vol, veh/h 23 57 78 1003 790 48
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 0 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 23 58 80 1023 806 49
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1400 428 855 0 - 0
Stage 1 831 - - - - -
Stage 2 569 - - - - -
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 194 492 460 - - -
Stage 1 306 - - - - -
Stage 2 483 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 160 492 460 - - -
Mov Cap-2 Maneuver 160 - - - - -
Stage 1 253 - - - - -
Stage 2 483 - - - - -
Approach EB NB SB
HCM Control Delay, s 20.9 1 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 460 - 308 - -
HCM Lane V/C Ratio 0.173 - 0.265 - -
HCM Control Delay (s) 14.5 - 20.9 - -
HCM Lane LOS B - C - -
HCM 95th %tile Q(veh) 0.6 - 1 - -
APPENDIX D ‐
PROJECT COMPLETION YEAR 2025 CONDITIONS PEAK HOUR INTERSECTION ANALYSIS
WORKSHEETS
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 1: Date Palm Drive & McCallum Way 05/28/2024
Project Completion Year 2025 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 57 203 100 64 141 45 43 458 45 92 912 50 Future Volume (veh/h) 57 203 100 64 141 45 43 458 45 92 912 50 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 63 226 111 71 157 50 48 509 50 102 1013 56 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 451 376 185 346 432 138 92 1383 134 152 1611 89 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.05 0.29 0.29 0.09 0.33 0.33 Sat Flow, veh/h 1173 1177 578 1042 1354 431 1781 4726 458 1781 4942 273 Grp Volume(v), veh/h 63 0 337 71 0 207 48 365 194 102 697 372 Grp Sat Flow(s),veh/h/ln 1173 0 1756 1042 0 1785 1781 1702 1780 1781 1702 1810 Q Serve(g_s), s 1.7 0.0 6.4 2.4 0.0 3.5 1.0 3.4 3.4 2.2 6.9 6.9 Cycle Q Clear(g_c), s 5.3 0.0 6.4 8.8 0.0 3.5 1.0 3.4 3.4 2.2 6.9 6.9 Prop In Lane 1.00 0.33 1.00 0.24 1.00 0.26 1.00 0.15
Lane Grp Cap(c), veh/h 451 0 560 346 0 570 92 996 521 152 1110 590 V/C Ratio(X) 0.14 0.00 0.60 0.21 0.00 0.36 0.52 0.37 0.37 0.67 0.63 0.63 Avail Cap(c_a), veh/h 847 0 1152 697 0 1172 225 1203 629 360 1461 777 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.4 0.0 11.4 15.1 0.0 10.4 18.3 11.1 11.1 17.6 11.3 11.3 Incr Delay (d2), s/veh 0.1 0.0 1.0 0.3 0.0 0.4 4.5 0.2 0.4 5.1 0.6 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 2.2 0.5 0.0 1.2 0.5 0.9 1.0 0.9 1.8 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 12.6 0.0 12.4 15.4 0.0 10.8 22.8 11.3 11.6 22.7 11.9 12.4 LnGrp LOS B A B B A B C B B C B B
Approach Vol, veh/h 400 278 607 1171
Approach Delay, s/veh 12.4 11.9 12.3 13.0
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.4 15.6 16.6 6.1 16.9 16.6
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 8.0 14.0 26.0 5.0 17.0 26.0 Max Q Clear Time (g_c+I1), s 4.2 5.4 8.4 3.0 8.9 10.8
Green Ext Time (p_c), s 0.1 2.1 2.3 0.0 3.9 1.3
Intersection Summary
HCM 6th Ctrl Delay 12.6
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 3: Date Palm Drive & 30th Avenue 05/28/2024
Project Completion Year 2025 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 99 253 95 91 228 261 57 444 58 319 875 66 Future Volume (veh/h) 99 253 95 91 228 261 57 444 58 319 875 66 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 108 275 103 99 248 284 62 483 63 347 951 72 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 138 506 415 127 494 407 94 814 104 404 1705 129 Arrive On Green 0.08 0.27 0.27 0.07 0.26 0.26 0.05 0.18 0.18 0.23 0.35 0.35 Sat Flow, veh/h 1781 1870 1536 1781 1870 1541 1781 4578 587 1781 4842 366 Grp Volume(v), veh/h 108 275 103 99 248 284 62 357 189 347 668 355 Grp Sat Flow(s),veh/h/ln 1781 1870 1536 1781 1870 1541 1781 1702 1761 1781 1702 1803 Q Serve(g_s), s 3.8 7.9 3.3 3.4 7.1 10.5 2.2 6.1 6.2 11.8 10.0 10.0 Cycle Q Clear(g_c), s 3.8 7.9 3.3 3.4 7.1 10.5 2.2 6.1 6.2 11.8 10.0 10.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.33 1.00 0.20
Lane Grp Cap(c), veh/h 138 506 415 127 494 407 94 606 313 404 1199 635 V/C Ratio(X) 0.78 0.54 0.25 0.78 0.50 0.70 0.66 0.59 0.60 0.86 0.56 0.56 Avail Cap(c_a), veh/h 169 771 633 169 771 635 226 1187 614 565 1835 972 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.6 19.7 18.0 28.8 19.7 20.9 29.3 23.8 23.9 23.4 16.5 16.5 Incr Delay (d2), s/veh 17.1 0.9 0.3 15.2 0.8 2.2 7.8 0.9 1.9 9.3 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 3.1 1.1 1.9 2.8 3.5 1.0 2.2 2.5 5.2 3.1 3.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.7 20.6 18.3 44.0 20.5 23.1 37.1 24.7 25.7 32.7 16.9 17.3 LnGrp LOS D C B D C C D C C C B B
Approach Vol, veh/h 486 631 608 1370
Approach Delay, s/veh 25.7 25.4 26.3 21.0
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.3 15.2 8.5 21.1 7.3 26.2 8.9 20.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 20.0 22.0 6.0 26.0 8.0 34.0 6.0 26.0 Max Q Clear Time (g_c+I1), s 13.8 8.2 5.4 9.9 4.2 12.0 5.8 12.5 Green Ext Time (p_c), s 0.5 2.6 0.0 1.6 0.0 6.0 0.0 1.9 Intersection Summary
HCM 6th Ctrl Delay 23.7
HCM 6th LOS C
HCM 6th TWSC Date Palm Drive Mixed Use
4: Date Palm Drive & Tachevah Drive 05/28/2024
Project Completion Year 2025 Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 2.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 102 40 757 1108 12
Future Vol, veh/h 30 102 40 757 1108 12
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 31 105 41 780 1142 12
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1542 577 1154 0 - 0
Stage 1 1148 - - - - -
Stage 2 394 - - - - -
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 164 394 330 - - -
Stage 1 196 - - - - -
Stage 2 595 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 144 394 330 - - -
Mov Cap-2 Maneuver 144 - - - - -
Stage 1 172 - - - - -
Stage 2 595 - - - - -
Approach EB NB SB
HCM Control Delay, s 29 0.9 0
HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 330 - 283 - -
HCM Lane V/C Ratio 0.125 - 0.481 - -
HCM Control Delay (s) 17.5 - 29 - -
HCM Lane LOS C - D - -
HCM 95th %tile Q(veh) 0.4 - 2.5 - -
HCM 6th TWSC Date Palm Drive Mixed Use
5: Date Palm Drive & Project Driveway 05/28/2024
Project Completion Year 2025 Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 2 556 2 0 1053
Future Vol, veh/h 0 2 556 2 0 1053
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 2 604 2 0 1145
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 303 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 7.14 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.92 - - - -
Pot Cap-1 Maneuver 0 591 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 591 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 11.1 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 591 -
HCM Lane V/C Ratio - - 0.004 -
HCM Control Delay (s) - - 11.1 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0 -
HCM 6th TWSC Date Palm Drive Mixed Use
6: San Vicente Avenue/Existing Driveway & McCallum Way 05/28/2024 Project Completion Year 2025 Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 337 0 0 248 2 0 0 0 1 0 1
Future Vol, veh/h 2 337 0 0 248 2 0 0 0 1 0 1
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 2 366 0 0 270 2 0 0 0 1 0 1
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 272 0 0 366 0 0 642 642 366 641 641 271 Stage 1 - - - - - - 370 370 - 271 271 -
Stage 2 - - - - - - 272 272 - 370 370 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1291 - - 1193 - - 387 392 679 388 393 768 Stage 1 - - - - - - 650 620 - 735 685 -
Stage 2 - - - - - - 734 685 - 650 620 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1291 - - 1193 - - 386 391 679 387 392 768 Mov Cap-2 Maneuver - - - - - - 386 391 - 387 392 -
Stage 1 - - - - - - 649 619 - 734 685 -
Stage 2 - - - - - - 733 685 - 649 619 -
Approach EB WB NB SB
HCM Control Delay, s 0 0 0 12
HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1291 - - 1193 - - 515
HCM Lane V/C Ratio - 0.002 - - - - - 0.004
HCM Control Delay (s) 0 7.8 0 - 0 - - 12
HCM Lane LOS A A A - A - - B
HCM 95th %tile Q(veh) - 0 - - 0 - - 0
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 1: Date Palm Drive & McCallum Way 05/28/2024
Project Completion Year 2025 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 88 118 77 76 136 50 89 937 67 55 683 46 Future Volume (veh/h) 88 118 77 76 136 50 89 937 67 55 683 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 98 131 86 84 151 56 99 1041 74 61 759 51 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 405 290 191 393 361 134 152 1665 118 111 1558 104 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.09 0.34 0.34 0.06 0.32 0.32 Sat Flow, veh/h 1173 1047 687 1162 1300 482 1781 4865 345 1781 4879 326 Grp Volume(v), veh/h 98 0 217 84 0 207 99 728 387 61 528 282 Grp Sat Flow(s),veh/h/ln 1173 0 1734 1162 0 1782 1781 1702 1806 1781 1702 1801 Q Serve(g_s), s 2.8 0.0 3.9 2.4 0.0 3.6 2.0 6.8 6.8 1.3 4.7 4.8 Cycle Q Clear(g_c), s 6.4 0.0 3.9 6.3 0.0 3.6 2.0 6.8 6.8 1.3 4.7 4.8 Prop In Lane 1.00 0.40 1.00 0.27 1.00 0.19 1.00 0.18
Lane Grp Cap(c), veh/h 405 0 481 393 0 494 152 1165 618 111 1087 575 V/C Ratio(X) 0.24 0.00 0.45 0.21 0.00 0.42 0.65 0.62 0.63 0.55 0.49 0.49 Avail Cap(c_a), veh/h 886 0 1193 870 0 1227 377 1532 813 236 1262 668 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.8 0.0 11.3 13.9 0.0 11.2 16.7 10.4 10.4 17.2 10.4 10.4 Incr Delay (d2), s/veh 0.3 0.0 0.7 0.3 0.0 0.6 4.6 0.6 1.0 4.1 0.3 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 1.3 0.6 0.0 1.2 0.8 1.6 1.8 0.5 1.2 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.1 0.0 11.9 14.2 0.0 11.7 21.3 10.9 11.4 21.3 10.7 11.0 LnGrp LOS B A B B A B C B B C B B
Approach Vol, veh/h 315 291 1214 871
Approach Delay, s/veh 12.6 12.4 12.0 11.5
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.4 16.9 14.5 7.2 16.1 14.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 5.0 17.0 26.0 8.0 14.0 26.0 Max Q Clear Time (g_c+I1), s 3.3 8.8 8.4 4.0 6.8 8.3
Green Ext Time (p_c), s 0.0 4.1 1.6 0.1 2.8 1.4
Intersection Summary
HCM 6th Ctrl Delay 11.9
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 3: Date Palm Drive & 30th Avenue 05/28/2024
Project Completion Year 2025 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 89 134 93 44 233 275 157 860 40 164 596 100 Future Volume (veh/h) 89 134 93 44 233 275 157 860 40 164 596 100 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 99 149 103 49 259 306 174 956 44 182 662 111 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 127 517 432 84 472 400 216 1393 64 216 1228 203 Arrive On Green 0.07 0.28 0.28 0.05 0.25 0.25 0.12 0.28 0.28 0.12 0.28 0.28 Sat Flow, veh/h 1781 1870 1562 1781 1870 1583 1781 5002 230 1781 4408 730 Grp Volume(v), veh/h 99 149 103 49 259 306 174 650 350 182 509 264 Grp Sat Flow(s),veh/h/ln 1781 1870 1562 1781 1870 1583 1781 1702 1828 1781 1702 1734 Q Serve(g_s), s 3.2 3.6 3.0 1.6 6.9 10.3 5.5 9.8 9.9 5.8 7.3 7.5 Cycle Q Clear(g_c), s 3.2 3.6 3.0 1.6 6.9 10.3 5.5 9.8 9.9 5.8 7.3 7.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.13 1.00 0.42
Lane Grp Cap(c), veh/h 127 517 432 84 472 400 216 948 509 216 948 483 V/C Ratio(X) 0.78 0.29 0.24 0.58 0.55 0.77 0.81 0.69 0.69 0.84 0.54 0.55 Avail Cap(c_a), veh/h 154 842 703 154 842 712 216 1237 664 216 1237 630 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.4 16.4 16.2 27.0 18.7 20.0 24.7 18.6 18.6 24.9 17.7 17.7 Incr Delay (d2), s/veh 18.8 0.3 0.3 6.3 1.0 3.1 19.7 1.1 2.0 25.0 0.5 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 1.4 0.9 0.7 2.7 3.5 3.2 3.4 3.7 3.5 2.3 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.2 16.7 16.5 33.3 19.7 23.1 44.4 19.6 20.6 49.9 18.2 18.7 LnGrp LOS D B B C B C D B C D B B
Approach Vol, veh/h 351 614 1174 955
Approach Delay, s/veh 24.7 22.5 23.6 24.3
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 20.1 6.7 20.0 11.0 20.1 8.1 18.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 21.0 5.0 26.0 7.0 21.0 5.0 26.0 Max Q Clear Time (g_c+I1), s 7.8 11.9 3.6 5.6 7.5 9.5 5.2 12.3 Green Ext Time (p_c), s 0.0 4.0 0.0 1.0 0.0 3.3 0.0 2.0 Intersection Summary
HCM 6th Ctrl Delay 23.7
HCM 6th LOS C
HCM 6th TWSC Date Palm Drive Mixed Use
4: Date Palm Drive & Tachevah Drive 05/28/2024
Project Completion Year 2025 Synchro 11 Report
Timing Plan: PM Peak
Intersection
Int Delay, s/veh 1.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 25 61 83 1066 840 51
Future Vol, veh/h 25 61 83 1066 840 51
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 26 62 85 1088 857 52
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1488 455 909 0 - 0
Stage 1 883 - - - - -
Stage 2 605 - - - - -
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 175 472 433 - - -
Stage 1 285 - - - - -
Stage 2 463 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 141 472 433 - - -
Mov Cap-2 Maneuver 141 - - - - -
Stage 1 229 - - - - -
Stage 2 463 - - - - -
Approach EB NB SB
HCM Control Delay, s 23.5 1.1 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 433 - 281 - -
HCM Lane V/C Ratio 0.196 - 0.312 - -
HCM Control Delay (s) 15.3 - 23.5 - -
HCM Lane LOS C - C - -
HCM 95th %tile Q(veh) 0.7 - 1.3 - -
HCM 6th TWSC Date Palm Drive Mixed Use
5: Date Palm Drive & Project Driveway 05/28/2024
Project Completion Year 2025 Synchro 11 Report
Timing Plan: PM Peak
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 5 1073 2 0 783
Future Vol, veh/h 0 5 1073 2 0 783
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 6 1192 2 0 870
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 597 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 7.14 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.92 - - - -
Pot Cap-1 Maneuver 0 382 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 382 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 14.6 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 382 -
HCM Lane V/C Ratio - - 0.015 -
HCM Control Delay (s) - - 14.6 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0 -
HCM 6th TWSC Date Palm Drive Mixed Use
6: San Vicente Avenue/Existing Driveway & McCallum Way 05/28/2024 Project Completion Year 2025 Synchro 11 Report
Timing Plan: PM Peak
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 237 0 0 259 3 0 0 0 1 0 2
Future Vol, veh/h 3 237 0 0 259 3 0 0 0 1 0 2
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 3 258 0 0 282 3 0 0 0 1 0 2
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 285 0 0 258 0 0 549 549 258 548 548 284 Stage 1 - - - - - - 264 264 - 284 284 -
Stage 2 - - - - - - 285 285 - 264 264 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1277 - - 1307 - - 446 443 781 447 444 755 Stage 1 - - - - - - 741 690 - 723 676 -
Stage 2 - - - - - - 722 676 - 741 690 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1277 - - 1307 - - 444 442 781 446 443 755 Mov Cap-2 Maneuver - - - - - - 444 442 - 446 443 -
Stage 1 - - - - - - 739 688 - 721 676 -
Stage 2 - - - - - - 720 676 - 739 688 -
Approach EB WB NB SB
HCM Control Delay, s 0.1 0 0 10.9
HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1277 - - 1307 - - 613
HCM Lane V/C Ratio - 0.003 - - - - - 0.005
HCM Control Delay (s) 0 7.8 0 - 0 - - 10.9
HCM Lane LOS A A A - A - - B
HCM 95th %tile Q(veh) - 0 - - 0 - - 0
APPENDIX E ‐
PROJECT COMPLETION YEAR 2027 CONDITIONS PEAK HOUR INTERSECTION ANALYSIS
WORKSHEETS
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 1: Date Palm Drive & McCallum Way 05/28/2024
Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 59 228 106 67 157 48 46 503 48 95 979 53 Future Volume (veh/h) 59 228 106 67 157 48 46 503 48 95 979 53 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 66 253 118 74 174 53 51 559 53 106 1088 59 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 446 403 188 330 460 140 95 1403 131 150 1616 88 Arrive On Green 0.34 0.34 0.34 0.34 0.34 0.34 0.05 0.30 0.30 0.08 0.33 0.33 Sat Flow, veh/h 1152 1200 560 1010 1370 417 1781 4743 445 1781 4947 268 Grp Volume(v), veh/h 66 0 371 74 0 227 51 399 213 106 748 399 Grp Sat Flow(s),veh/h/ln 1152 0 1759 1010 0 1788 1781 1702 1783 1781 1702 1811 Q Serve(g_s), s 2.0 0.0 7.5 2.8 0.0 4.1 1.2 4.0 4.0 2.4 8.0 8.0 Cycle Q Clear(g_c), s 6.0 0.0 7.5 10.3 0.0 4.1 1.2 4.0 4.0 2.4 8.0 8.0 Prop In Lane 1.00 0.32 1.00 0.23 1.00 0.25 1.00 0.15
Lane Grp Cap(c), veh/h 446 0 590 330 0 600 95 1007 527 150 1112 592 V/C Ratio(X) 0.15 0.00 0.63 0.22 0.00 0.38 0.54 0.40 0.40 0.71 0.67 0.67 Avail Cap(c_a), veh/h 769 0 1084 614 0 1101 211 1129 592 338 1371 730 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.0 0.0 11.8 16.1 0.0 10.7 19.5 11.9 11.9 18.8 12.3 12.3 Incr Delay (d2), s/veh 0.2 0.0 1.1 0.3 0.0 0.4 4.6 0.3 0.5 6.0 1.0 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 2.6 0.6 0.0 1.4 0.5 1.1 1.2 1.1 2.2 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.1 0.0 12.9 16.5 0.0 11.1 24.1 12.1 12.4 24.8 13.2 14.1 LnGrp LOS B A B B A B C B B C B B
Approach Vol, veh/h 437 301 663 1253
Approach Delay, s/veh 12.9 12.4 13.1 14.5
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.6 16.5 18.2 6.2 17.8 18.2
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 8.0 14.0 26.0 5.0 17.0 26.0 Max Q Clear Time (g_c+I1), s 4.4 6.0 9.5 3.2 10.0 12.3
Green Ext Time (p_c), s 0.1 2.2 2.5 0.0 3.7 1.4
Intersection Summary
HCM 6th Ctrl Delay 13.6
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 2: Date Palm Drive & Rosemount Road 05/28/2024
Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 50 220 578 41 162 1010
Future Volume (veh/h) 50 220 578 41 162 1010
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 54 239 628 45 176 1098
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 378 337 1321 94 227 2698
Arrive On Green 0.21 0.21 0.27 0.27 0.13 0.53
Sat Flow, veh/h 1781 1585 5034 346 1781 5274
Grp Volume(v), veh/h 54 239 438 235 176 1098
Grp Sat Flow(s),veh/h/ln 1781 1585 1702 1808 1781 1702
Q Serve(g_s), s 0.8 4.3 3.3 3.4 3.0 4.0
Cycle Q Clear(g_c), s 0.8 4.3 3.3 3.4 3.0 4.0
Prop In Lane 1.00 1.00 0.19 1.00
Lane Grp Cap(c), veh/h 378 337 924 491 227 2698
V/C Ratio(X) 0.14 0.71 0.47 0.48 0.78 0.41
Avail Cap(c_a), veh/h 1212 1078 1654 879 404 4301
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 9.9 11.3 9.4 9.4 13.0 4.4
Incr Delay (d2), s/veh 0.2 2.8 0.4 0.7 5.6 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.2 1.3 0.9 1.0 1.3 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.0 14.0 9.8 10.1 18.7 4.5
LnGrp LOS B B A B B A
Approach Vol, veh/h 293 673 1274
Approach Delay, s/veh 13.3 9.9 6.4
Approach LOS B A A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 7.9 12.4 20.3 10.6
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 7.0 15.0 26.0 21.0
Max Q Clear Time (g_c+I1), s 5.0 5.4 6.0 6.3
Green Ext Time (p_c), s 0.1 3.0 8.0 0.8
Intersection Summary
HCM 6th Ctrl Delay 8.4
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 3: Date Palm Drive & 30th Avenue 05/28/2024
Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 105 268 119 65 143 167 169 600 29 233 1062 70 Future Volume (veh/h) 105 268 119 65 143 167 169 600 29 233 1062 70 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 114 291 129 71 155 182 184 652 32 253 1154 76 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 144 452 371 102 407 334 229 1363 67 300 1534 101 Arrive On Green 0.08 0.24 0.24 0.06 0.22 0.22 0.13 0.27 0.27 0.17 0.31 0.31 Sat Flow, veh/h 1781 1870 1533 1781 1870 1536 1781 4986 244 1781 4893 322 Grp Volume(v), veh/h 114 291 129 71 155 182 184 444 240 253 803 427 Grp Sat Flow(s),veh/h/ln 1781 1870 1533 1781 1870 1536 1781 1702 1825 1781 1702 1811 Q Serve(g_s), s 3.9 8.6 4.3 2.4 4.4 6.5 6.2 6.7 6.8 8.5 13.1 13.1 Cycle Q Clear(g_c), s 3.9 8.6 4.3 2.4 4.4 6.5 6.2 6.7 6.8 8.5 13.1 13.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.13 1.00 0.18
Lane Grp Cap(c), veh/h 144 452 371 102 407 334 229 931 499 300 1067 568 V/C Ratio(X) 0.79 0.64 0.35 0.70 0.38 0.54 0.80 0.48 0.48 0.84 0.75 0.75 Avail Cap(c_a), veh/h 144 788 646 144 788 647 289 1214 651 318 1269 675 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.8 21.0 19.4 28.6 20.6 21.4 26.1 18.7 18.7 24.9 19.0 19.0 Incr Delay (d2), s/veh 24.9 1.5 0.6 8.4 0.6 1.4 12.2 0.4 0.7 17.6 2.1 4.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 3.4 1.4 1.2 1.7 2.2 3.1 2.3 2.6 4.5 4.4 5.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.7 22.5 19.9 36.9 21.2 22.8 38.4 19.1 19.5 42.4 21.2 23.0 LnGrp LOS D C B D C C D B B D C C
Approach Vol, veh/h 534 408 868 1483
Approach Delay, s/veh 28.3 24.6 23.3 25.3
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.4 20.9 7.5 18.9 11.9 23.3 9.0 17.4 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 11.0 22.0 5.0 26.0 10.0 23.0 5.0 26.0 Max Q Clear Time (g_c+I1), s 10.5 8.8 4.4 10.6 8.2 15.1 5.9 8.5 Green Ext Time (p_c), s 0.0 3.3 0.0 1.7 0.1 4.2 0.0 1.2 Intersection Summary
HCM 6th Ctrl Delay 25.2
HCM 6th LOS C
HCM 6th TWSC Date Palm Drive Mixed Use
4: Date Palm Drive & Tachevah Drive 05/28/2024
Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 2.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 32 115 46 814 1193 13
Future Vol, veh/h 32 115 46 814 1193 13
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 33 119 47 839 1230 13
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1667 622 1243 0 - 0
Stage 1 1237 - - - - -
Stage 2 430 - - - - -
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 141 368 298 - - -
Stage 1 173 - - - - -
Stage 2 570 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 119 368 298 - - -
Mov Cap-2 Maneuver 119 - - - - -
Stage 1 146 - - - - -
Stage 2 570 - - - - -
Approach EB NB SB
HCM Control Delay, s 38.4 1 0
HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 298 - 253 - -
HCM Lane V/C Ratio 0.159 - 0.599 - -
HCM Control Delay (s) 19.4 - 38.4 - -
HCM Lane LOS C - E - -
HCM 95th %tile Q(veh) 0.6 - 3.5 - -
HCM 6th TWSC Date Palm Drive Mixed Use
5: Date Palm Drive & Project Driveway 05/28/2024
Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 23 596 13 0 1127
Future Vol, veh/h 0 23 596 13 0 1127
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 25 648 14 0 1225
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 331 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 7.14 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.92 - - - -
Pot Cap-1 Maneuver 0 567 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 567 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 11.6 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 567 -
HCM Lane V/C Ratio - - 0.044 -
HCM Control Delay (s) - - 11.6 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0.1 -
HCM 6th TWSC Date Palm Drive Mixed Use
6: San Vicente Avenue/Existing Driveway & McCallum Way 05/28/2024 Project Completion Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 13 357 0 0 263 6 0 0 0 4 0 8
Future Vol, veh/h 13 357 0 0 263 6 0 0 0 4 0 8
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 14 388 0 0 286 7 0 0 0 4 0 9
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 293 0 0 388 0 0 710 709 388 706 706 290 Stage 1 - - - - - - 416 416 - 290 290 -
Stage 2 - - - - - - 294 293 - 416 416 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1269 - - 1170 - - 348 359 660 351 361 749 Stage 1 - - - - - - 614 592 - 718 672 -
Stage 2 - - - - - - 714 670 - 614 592 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1269 - - 1170 - - 340 354 660 347 356 749 Mov Cap-2 Maneuver - - - - - - 340 354 - 347 356 -
Stage 1 - - - - - - 605 584 - 708 672 -
Stage 2 - - - - - - 706 670 - 605 584 -
Approach EB WB NB SB
HCM Control Delay, s 0.3 0 0 11.8
HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1269 - - 1170 - - 540
HCM Lane V/C Ratio - 0.011 - - - - - 0.024
HCM Control Delay (s) 0 7.9 0 - 0 - - 11.8
HCM Lane LOS A A A - A - - B
HCM 95th %tile Q(veh) - 0 - - 0 - - 0.1
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 1: Date Palm Drive & McCallum Way 05/28/2024
Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 93 141 82 79 161 53 94 1017 71 56 751 49 Future Volume (veh/h) 93 141 82 79 161 53 94 1017 71 56 751 49 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 103 157 91 88 179 59 104 1130 79 62 834 54 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 391 325 189 380 397 131 152 1683 118 111 1576 102 Arrive On Green 0.29 0.29 0.29 0.29 0.29 0.29 0.09 0.35 0.35 0.06 0.32 0.32 Sat Flow, veh/h 1140 1104 640 1130 1345 443 1781 4871 340 1781 4892 316 Grp Volume(v), veh/h 103 0 248 88 0 238 104 789 420 62 579 309 Grp Sat Flow(s),veh/h/ln 1140 0 1743 1130 0 1789 1781 1702 1807 1781 1702 1804 Q Serve(g_s), s 3.3 0.0 4.7 2.8 0.0 4.4 2.3 8.0 8.0 1.4 5.6 5.6 Cycle Q Clear(g_c), s 7.6 0.0 4.7 7.5 0.0 4.4 2.3 8.0 8.0 1.4 5.6 5.6 Prop In Lane 1.00 0.37 1.00 0.25 1.00 0.19 1.00 0.17
Lane Grp Cap(c), veh/h 391 0 514 380 0 527 152 1176 624 111 1097 581 V/C Ratio(X) 0.26 0.00 0.48 0.23 0.00 0.45 0.68 0.67 0.67 0.56 0.53 0.53 Avail Cap(c_a), veh/h 791 0 1124 775 0 1154 265 1436 762 221 1351 716 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.7 0.0 11.7 14.8 0.0 11.6 17.9 11.2 11.2 18.4 11.2 11.2 Incr Delay (d2), s/veh 0.4 0.0 0.7 0.3 0.0 0.6 5.3 0.9 1.7 4.4 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 1.6 0.7 0.0 1.5 1.0 2.1 2.4 0.6 1.5 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.0 0.0 12.4 15.1 0.0 12.2 23.3 12.2 13.0 22.8 11.6 11.9 LnGrp LOS B A B B A B C B B C B B
Approach Vol, veh/h 351 326 1313 950
Approach Delay, s/veh 13.2 13.0 13.3 12.4
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.5 17.9 15.9 7.4 17.0 15.9
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 5.0 17.0 26.0 6.0 16.0 26.0 Max Q Clear Time (g_c+I1), s 3.4 10.0 9.6 4.3 7.6 9.5
Green Ext Time (p_c), s 0.0 3.9 1.8 0.0 3.3 1.6
Intersection Summary
HCM 6th Ctrl Delay 13.0
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 2: Date Palm Drive & Rosemount Road 05/28/2024
Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 73 302 1163 42 262 686
Future Volume (veh/h) 73 302 1163 42 262 686
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 79 328 1264 46 285 746
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 451 402 1605 58 340 3000
Arrive On Green 0.25 0.25 0.32 0.32 0.19 0.59
Sat Flow, veh/h 1781 1585 5226 184 1781 5274
Grp Volume(v), veh/h 79 328 851 459 285 746
Grp Sat Flow(s),veh/h/ln 1781 1585 1702 1837 1781 1702
Q Serve(g_s), s 1.7 9.8 11.4 11.4 7.8 3.5
Cycle Q Clear(g_c), s 1.7 9.8 11.4 11.4 7.8 3.5
Prop In Lane 1.00 1.00 0.10 1.00
Lane Grp Cap(c), veh/h 451 402 1080 583 340 3000
V/C Ratio(X) 0.18 0.82 0.79 0.79 0.84 0.25
Avail Cap(c_a), veh/h 744 662 1151 621 354 3147
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 14.7 17.7 15.6 15.6 19.6 5.0
Incr Delay (d2), s/veh 0.2 4.1 3.5 6.4 15.7 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.6 3.6 4.3 5.1 4.3 0.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.9 21.8 19.2 22.0 35.3 5.1
LnGrp LOS B C B C D A
Approach Vol, veh/h 407 1310 1031
Approach Delay, s/veh 20.4 20.1 13.4
Approach LOS C C B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 13.6 20.0 33.6 16.7
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 10.0 17.0 31.0 21.0
Max Q Clear Time (g_c+I1), s 9.8 13.4 5.5 11.8
Green Ext Time (p_c), s 0.0 2.5 5.6 1.0
Intersection Summary
HCM 6th Ctrl Delay 17.7
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 3: Date Palm Drive & 30th Avenue 05/28/2024
Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 94 142 121 25 132 148 308 1098 21 32 812 106 Future Volume (veh/h) 94 142 121 25 132 148 308 1098 21 32 812 106 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 104 158 134 28 147 164 342 1220 23 36 902 118 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 133 371 309 55 289 244 403 2416 46 67 1278 167 Arrive On Green 0.07 0.20 0.20 0.03 0.15 0.15 0.23 0.47 0.47 0.04 0.28 0.28 Sat Flow, veh/h 1781 1870 1560 1781 1870 1582 1781 5159 97 1781 4568 595 Grp Volume(v), veh/h 104 158 134 28 147 164 342 805 438 36 671 349 Grp Sat Flow(s),veh/h/ln 1781 1870 1560 1781 1870 1582 1781 1702 1852 1781 1702 1759 Q Serve(g_s), s 3.5 4.5 4.5 0.9 4.4 5.9 11.1 9.9 9.9 1.2 10.7 10.8 Cycle Q Clear(g_c), s 3.5 4.5 4.5 0.9 4.4 5.9 11.1 9.9 9.9 1.2 10.7 10.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.05 1.00 0.34
Lane Grp Cap(c), veh/h 133 371 309 55 289 244 403 1594 867 67 952 492 V/C Ratio(X) 0.78 0.43 0.43 0.51 0.51 0.67 0.85 0.50 0.51 0.54 0.70 0.71 Avail Cap(c_a), veh/h 177 836 698 148 805 681 590 2030 1105 177 1240 641 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.4 21.2 21.2 28.8 23.4 24.1 22.4 11.2 11.2 28.5 19.5 19.5 Incr Delay (d2), s/veh 14.7 0.8 1.0 7.0 1.4 3.2 7.7 0.2 0.5 6.6 1.3 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 1.8 1.5 0.5 1.8 2.2 4.9 2.9 3.2 0.6 3.5 3.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.2 22.0 22.2 35.8 24.8 27.3 30.1 11.4 11.6 35.1 20.8 22.0 LnGrp LOS D C C D C C C B B D C C
Approach Vol, veh/h 396 339 1585 1056
Approach Delay, s/veh 27.4 26.9 15.5 21.7
Approach LOS C C B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.3 32.3 5.9 16.0 17.6 20.9 8.5 13.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 6.0 36.0 5.0 27.0 20.0 22.0 6.0 26.0 Max Q Clear Time (g_c+I1), s 3.2 11.9 2.9 6.5 13.1 12.8 5.5 7.9 Green Ext Time (p_c), s 0.0 8.3 0.0 1.1 0.6 3.9 0.0 1.1 Intersection Summary
HCM 6th Ctrl Delay 20.0
HCM 6th LOS B
HCM 6th TWSC Date Palm Drive Mixed Use
4: Date Palm Drive & Tachevah Drive 05/28/2024
Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Intersection
Int Delay, s/veh 2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 73 97 1156 914 55
Future Vol, veh/h 26 73 97 1156 914 55
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 27 74 99 1180 933 56
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1631 495 989 0 - 0
Stage 1 961 - - - - -
Stage 2 670 - - - - -
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 147 445 396 - - -
Stage 1 255 - - - - -
Stage 2 428 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 110 445 396 - - -
Mov Cap-2 Maneuver 110 - - - - -
Stage 1 191 - - - - -
Stage 2 428 - - - - -
Approach EB NB SB
HCM Control Delay, s 29.3 1.3 0
HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 396 - 247 - -
HCM Lane V/C Ratio 0.25 - 0.409 - -
HCM Control Delay (s) 17.1 - 29.3 - -
HCM Lane LOS C - D - -
HCM 95th %tile Q(veh) 1 - 1.9 - -
HCM 6th TWSC Date Palm Drive Mixed Use
5: Date Palm Drive & Project Driveway 05/28/2024
Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Intersection
Int Delay, s/veh 0.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 87 1146 27 0 855
Future Vol, veh/h 0 87 1146 27 0 855
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 97 1273 30 0 950
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 652 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 7.14 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.92 - - - -
Pot Cap-1 Maneuver 0 352 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 352 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 19.1 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 352 -
HCM Lane V/C Ratio - - 0.275 -
HCM Control Delay (s) - - 19.1 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 1.1 -
HCM 6th TWSC Date Palm Drive Mixed Use
6: San Vicente Avenue/Existing Driveway & McCallum Way 05/28/2024 Project Completion Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Intersection
Int Delay, s/veh 1.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 27 251 0 0 275 13 0 0 0 14 0 29
Future Vol, veh/h 27 251 0 0 275 13 0 0 0 14 0 29
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 29 273 0 0 299 14 0 0 0 15 0 32
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 313 0 0 273 0 0 653 644 273 637 637 306 Stage 1 - - - - - - 331 331 - 306 306 -
Stage 2 - - - - - - 322 313 - 331 331 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1247 - - 1290 - - 380 391 766 390 395 734 Stage 1 - - - - - - 682 645 - 704 662 -
Stage 2 - - - - - - 690 657 - 682 645 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1247 - - 1290 - - 356 380 766 382 384 734 Mov Cap-2 Maneuver - - - - - - 356 380 - 382 384 -
Stage 1 - - - - - - 664 628 - 685 662 -
Stage 2 - - - - - - 660 657 - 664 628 -
Approach EB WB NB SB
HCM Control Delay, s 0.8 0 0 11.9
HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1247 - - 1290 - - 565
HCM Lane V/C Ratio - 0.024 - - - - - 0.083
HCM Control Delay (s) 0 8 0 - 0 - - 11.9
HCM Lane LOS A A A - A - - B
HCM 95th %tile Q(veh) - 0.1 - - 0 - - 0.3
APPENDIX F ‐
CUMULATIVE PROJECT TRIP DISTRIBUTION/ASSIGNMENT
Date Palm Drive Mixed Use
Cumulative Project Locations
Figure 6-1
LEGEND # Cumulative Project
1 PROJECT SITE
4 5
6 1
3 7 See Cathedral Cove Center TA Excerpts below
Kroger Gas Station
Project Study Area and Trip Distribution
Figure 1-2
# Intersection Project Driveway Roadway SegmentLEGEND
PROJECT SITE
4 10%10%
30%30%
10%10%
20%20%
10%10%
5%5%5%5%
1 2
30%30%
3 5
5 Kroger Gas Station
Project Intersection Volumes
Figure 1-3
(AM/PM) Peak Hour Volumes
LEGEND
6 The Wren Project
Project Study Area and Trip Distribution
Attachment 2
LEGEND # Intersection
PROJECT SITE
25%
40%
35%
35%
40%
2 1
3 35%
20%
80%15% %
55%
Wren Project
Trip Assignment
Vallarta Shopping Center
Trip Assignment
LEGEND # Intersection
PROJECT SITE
20%
10%
20%
5%
5%
5%
5%
4 5%
5%
1 5%25%
3 20%
265%
15%
25%
Vallarta Shopping Center
Trip Assignment
MOUNTAIN VIEW ESTATES ______________________________________________________________________________________ TRAFFIC IMPACT ANALYSIS
Exhibit 4-2 shows the forecast trip percent distribution of the propo sed project within the study area and the trip assignment percentages for each intersection movement.
EXHIBIT 4-2: PROJECT TRAFFIC DISTRIBUTION AND ASSIGNMENT PERCENTAGES
MOUNTAIN VIEW ESTATES ______________________________________________________________________________________ TRAFFIC IMPACT ANALYSIS
Exhibit 4-3 shows the corresponding forecast assignment of the AM Pea k Hour and PM Peak Hour project- generated trips assuming the trip percent distribution shown in Exhibit 4-2.
EXHIBIT 4-3: PROJECT TRAFFIC PEAK HOUR TRIP ASSIGNMENT
29 30
TRAFFIC ENGINEERING &
TRANSPORTATION PLANNING
CONSULTANTS
TJW ENGINEERING, INC.
Not to Scale
TEG-19-001 Tower Market Traffic Impact Analysis
ORTEGA RD
DATE PALM DR
RAMON RD
DINAH SHORE DR
ORTEGA RD
DRWY
DRWY
DATE PALM DR
Exhibit 5: Projected Trip Distribution of Proposed Project Trips Legend:
XX%
Study Intersection Location
Percent Trip Distribution (both directions)
2 X
1 10%
[Inbound] Percent Trip Distribution[XX%]
(Outbound) Percent Trip Distribution(XX%)
15%
3 5
4 25
4 15%
35%
35%
15%10% 10%
10% 10%
2.5% 2.5%
15%
(35)%
(50%)
(15%)
35%
(35%)
50%
(35%)
(15%)
15%
35%
(35%)
19|page
TRAFFIC ENGINEERING &
TRANSPORTATION PLANNING
CONSULTANTS
TJW ENGINEERING, INC.
Not to Scale
TEG-19-001 Tower Market Traffic Impact Analysis
ORTEGA RD
DATE PALM DR
RAMON RD
DINAH SHORE DR
ORTEGA RD
DRWY
DRWY
DATE PALM DR
Exhibit 6: Proposed Project Trip Assignment
1 2
4 5
3 DATE PALM DR
DRWY
ORTEGA
RD
DATE PALM DR
RAMON
RD
DATE PALM DR
DINAH
SHORE DR
1 2
3 Legend:
Project Site
Study Intersection Location
XX/XX AM/PM Peak Hour Trip Assignment
X
9/10
9/10
9/10
9/10
9/10
9/10
33/36
33/36
14/1663/70
-16/-18
33/36
14/16
19/21
-5/-5
ORTEGA
RD
DATE PALM DR
DRWY 4
5 30/34
52/57
33/3644/48
14/16
9/10
9/10
25 4
9/10
14/16
9/10
-11/-12
44/48
20|page
32 33
EXHIBIT 4-5: CUMULATIVE DEVELOPMENT MAP
Cathedral Cove Center Traffic Analysis
_N
12962 - 08 - CD Map.mxd
TERRACE RD
D ST
DAT
E PALM
DR
CATH
ED
RAL
CYN DR
P3
P4
P2
P1
C8
C7
C6C5C4
C9C3
C2
C1
C11
C13
C14
C16
C12 C17
C18
C19
C15
C10
RM8
RM6
RM4
RM9
RM5
RM7
RM2
RM1
RM11
RM32
RM10
RM16
RM21
RM19
RM17 RM15
RM31
RM26
RM27
RM28
RM12
RM13
RM23
RM25
RM29
RM30
RM24
SITE
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community
34 45
46 APPENDIX G ‐
CUMULATIVE CONDITIONS PEAK HOUR INTERSECTION ANALYSIS WORKSHEETS HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 1: Date Palm Drive & McCallum Way 05/30/2024
Cumulative Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 91 228 106 67 157 83 46 638 48 112 1137 74 Future Volume (veh/h) 91 228 106 67 157 83 46 638 48 112 1137 74 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 101 253 118 74 174 92 51 709 53 124 1263 82 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 401 402 188 320 384 203 93 1484 110 160 1680 109 Arrive On Green 0.34 0.34 0.34 0.34 0.34 0.34 0.05 0.31 0.31 0.09 0.34 0.34 Sat Flow, veh/h 1112 1200 560 1010 1145 605 1781 4844 360 1781 4887 317 Grp Volume(v), veh/h 101 0 371 74 0 266 51 497 265 124 880 465 Grp Sat Flow(s),veh/h/ln 1112 0 1759 1010 0 1750 1781 1702 1800 1781 1702 1801 Q Serve(g_s), s 3.5 0.0 7.9 3.0 0.0 5.3 1.2 5.3 5.4 3.0 10.2 10.2 Cycle Q Clear(g_c), s 8.8 0.0 7.9 10.9 0.0 5.3 1.2 5.3 5.4 3.0 10.2 10.2 Prop In Lane 1.00 0.32 1.00 0.35 1.00 0.20 1.00 0.18
Lane Grp Cap(c), veh/h 401 0 590 320 0 587 93 1043 551 160 1170 619 V/C Ratio(X) 0.25 0.00 0.63 0.23 0.00 0.45 0.55 0.48 0.48 0.77 0.75 0.75 Avail Cap(c_a), veh/h 675 0 1023 569 0 1018 199 1066 564 319 1294 685 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.1 0.0 12.5 17.1 0.0 11.6 20.7 12.6 12.6 19.9 13.0 13.0 Incr Delay (d2), s/veh 0.3 0.0 1.1 0.4 0.0 0.5 4.9 0.3 0.7 7.7 2.3 4.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 2.8 0.7 0.0 1.8 0.6 1.5 1.7 1.4 3.1 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.4 0.0 13.6 17.5 0.0 12.2 25.5 12.9 13.3 27.7 15.3 17.2 LnGrp LOS B A B B A B C B B C B B
Approach Vol, veh/h 472 340 813 1469
Approach Delay, s/veh 14.0 13.3 13.8 16.9
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.0 17.7 19.0 6.3 19.4 19.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 8.0 14.0 26.0 5.0 17.0 26.0 Max Q Clear Time (g_c+I1), s 5.0 7.4 10.8 3.2 12.2 12.9 Green Ext Time (p_c), s 0.1 2.4 2.6 0.0 3.1 1.7
Intersection Summary
HCM 6th Ctrl Delay 15.3
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 2: Date Palm Drive & Rosemount Road 05/30/2024
Cumulative Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 56 56 70 74 79 229 98 696 45 169 1129 79 Future Volume (veh/h) 56 56 70 74 79 229 98 696 45 169 1129 79 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 61 61 76 80 86 249 107 757 49 184 1227 86 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 99 163 204 166 107 311 137 1291 83 230 1539 108 Arrive On Green 0.06 0.22 0.22 0.09 0.25 0.25 0.08 0.26 0.26 0.13 0.32 0.32 Sat Flow, veh/h 1781 757 943 1781 423 1226 1781 4902 316 1781 4872 341 Grp Volume(v), veh/h 61 0 137 80 0 335 107 525 281 184 857 456 Grp Sat Flow(s),veh/h/ln 1781 0 1701 1781 0 1650 1781 1702 1813 1781 1702 1809 Q Serve(g_s), s 1.8 0.0 3.7 2.3 0.0 10.2 3.2 7.2 7.2 5.4 12.3 12.4 Cycle Q Clear(g_c), s 1.8 0.0 3.7 2.3 0.0 10.2 3.2 7.2 7.2 5.4 12.3 12.4 Prop In Lane 1.00 0.55 1.00 0.74 1.00 0.17 1.00 0.19
Lane Grp Cap(c), veh/h 99 0 367 166 0 418 137 896 478 230 1075 571 V/C Ratio(X) 0.62 0.00 0.37 0.48 0.00 0.80 0.78 0.59 0.59 0.80 0.80 0.80 Avail Cap(c_a), veh/h 166 0 666 166 0 646 166 952 507 266 1143 607 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.8 0.0 17.9 23.1 0.0 18.8 24.3 17.2 17.2 22.7 16.8 16.8 Incr Delay (d2), s/veh 6.1 0.0 0.6 2.2 0.0 4.1 17.7 0.8 1.6 13.9 3.8 7.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 1.4 1.0 0.0 3.9 1.9 2.6 2.9 3.0 4.8 5.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.8 0.0 18.6 25.2 0.0 22.8 42.1 18.0 18.8 36.6 20.6 23.8 LnGrp LOS C A B C A C D B B D C C
Approach Vol, veh/h 198 415 913 1497
Approach Delay, s/veh 22.3 23.3 21.1 23.5
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.9 18.1 9.0 15.6 8.1 20.9 7.0 17.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 15.0 5.0 21.0 5.0 18.0 5.0 21.0 Max Q Clear Time (g_c+I1), s 7.4 9.2 4.3 5.7 5.2 14.4 3.8 12.2 Green Ext Time (p_c), s 0.0 2.5 0.0 0.6 0.0 2.6 0.0 1.4 Intersection Summary
HCM 6th Ctrl Delay 22.7
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 3: Date Palm Drive & 30th Avenue 05/30/2024
Cumulative Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 105 268 135 81 143 167 180 756 40 233 1220 70 Future Volume (veh/h) 105 268 135 81 143 167 180 756 40 233 1220 70 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 114 291 147 88 155 182 196 822 43 253 1326 76 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 133 441 361 113 419 345 238 1481 77 292 1624 93 Arrive On Green 0.07 0.24 0.24 0.06 0.22 0.22 0.13 0.30 0.30 0.16 0.33 0.33 Sat Flow, veh/h 1781 1870 1532 1781 1870 1537 1781 4968 259 1781 4939 283 Grp Volume(v), veh/h 114 291 147 88 155 182 196 563 302 253 914 488 Grp Sat Flow(s),veh/h/ln 1781 1870 1532 1781 1870 1537 1781 1702 1823 1781 1702 1818 Q Serve(g_s), s 4.2 9.4 5.4 3.3 4.7 7.0 7.2 9.3 9.4 9.3 16.5 16.5 Cycle Q Clear(g_c), s 4.2 9.4 5.4 3.3 4.7 7.0 7.2 9.3 9.4 9.3 16.5 16.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.14 1.00 0.16
Lane Grp Cap(c), veh/h 133 441 361 113 419 345 238 1015 543 292 1120 598 V/C Ratio(X) 0.86 0.66 0.41 0.78 0.37 0.53 0.82 0.55 0.56 0.86 0.82 0.82 Avail Cap(c_a), veh/h 133 726 595 133 726 596 239 1118 599 292 1220 651 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.6 23.2 21.6 30.9 22.0 22.9 28.3 19.8 19.8 27.3 20.6 20.6 Incr Delay (d2), s/veh 39.2 1.7 0.7 21.9 0.5 1.3 20.3 0.5 0.9 22.6 4.1 7.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 3.9 1.8 2.0 1.9 2.4 4.1 3.3 3.6 5.2 5.9 6.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 69.9 24.9 22.4 52.8 22.5 24.1 48.6 20.3 20.7 49.9 24.8 28.1 LnGrp LOS E C C D C C D C C D C C
Approach Vol, veh/h 552 425 1061 1655
Approach Delay, s/veh 33.5 29.5 25.6 29.6
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.0 24.0 8.2 19.8 12.9 26.0 9.0 19.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 11.0 22.0 5.0 26.0 9.0 24.0 5.0 26.0 Max Q Clear Time (g_c+I1), s 11.3 11.4 5.3 11.4 9.2 18.5 6.2 9.0 Green Ext Time (p_c), s 0.0 3.8 0.0 1.7 0.0 3.5 0.0 1.2 Intersection Summary
HCM 6th Ctrl Delay 29.0
HCM 6th LOS C
HCM 6th TWSC Date Palm Drive Mixed Use
4: Date Palm Drive & Tachevah Drive 05/30/2024
Cumulative Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 32 115 46 970 1351 13
Future Vol, veh/h 32 115 46 970 1351 13
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 33 119 47 1000 1393 13
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1894 703 1406 0 - 0
Stage 1 1400 - - - - -
Stage 2 494 - - - - -
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 107 326 248 - - -
Stage 1 137 - - - - -
Stage 2 529 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 87 326 248 - - -
Mov Cap-2 Maneuver 87 - - - - -
Stage 1 111 - - - - -
Stage 2 529 - - - - -
Approach EB NB SB
HCM Control Delay, s 61 1 0
HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 248 - 204 - -
HCM Lane V/C Ratio 0.191 - 0.743 - -
HCM Control Delay (s) 22.9 - 61 - -
HCM Lane LOS C - F - -
HCM 95th %tile Q(veh) 0.7 - 4.9 - -
HCM 6th TWSC Date Palm Drive Mixed Use
5: Date Palm Drive & Project Driveway 05/30/2024
Cumulative Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 23 811 13 0 1306
Future Vol, veh/h 0 23 811 13 0 1306
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 25 882 14 0 1420
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 448 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 7.14 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.92 - - - -
Pot Cap-1 Maneuver 0 477 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 477 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 13 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 477 -
HCM Lane V/C Ratio - - 0.052 -
HCM Control Delay (s) - - 13 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0.2 -
HCM 6th TWSC Date Palm Drive Mixed Use
6: San Vicente Avenue/Existing Driveway & McCallum Way 05/30/2024 Cumulative Year 2027 Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 13 374 0 0 298 6 0 0 0 4 0 8
Future Vol, veh/h 13 374 0 0 298 6 0 0 0 4 0 8
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 14 407 0 0 324 7 0 0 0 4 0 9
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 331 0 0 407 0 0 767 766 407 763 763 328 Stage 1 - - - - - - 435 435 - 328 328 -
Stage 2 - - - - - - 332 331 - 435 435 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1228 - - 1152 - - 319 333 644 321 334 713 Stage 1 - - - - - - 600 580 - 685 647 -
Stage 2 - - - - - - 681 645 - 600 580 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1228 - - 1152 - - 311 328 644 317 329 713 Mov Cap-2 Maneuver - - - - - - 311 328 - 317 329 -
Stage 1 - - - - - - 591 571 - 675 647 -
Stage 2 - - - - - - 673 645 - 591 571 -
Approach EB WB NB SB
HCM Control Delay, s 0.3 0 0 12.3
HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1228 - - 1152 - - 503
HCM Lane V/C Ratio - 0.012 - - - - - 0.026
HCM Control Delay (s) 0 8 0 - 0 - - 12.3
HCM Lane LOS A A A - A - - B
HCM 95th %tile Q(veh) - 0 - - 0 - - 0.1
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 1: Date Palm Drive & McCallum Way 05/30/2024
Cumulative Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 126 141 82 79 161 81 94 1238 71 95 965 84 Future Volume (veh/h) 126 141 82 79 161 81 94 1238 71 95 965 84 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 140 157 91 88 179 90 104 1376 79 106 1072 93 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 377 359 208 393 380 191 140 1688 97 141 1635 142 Arrive On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.08 0.34 0.34 0.08 0.34 0.34 Sat Flow, veh/h 1109 1104 640 1130 1167 587 1781 4936 283 1781 4770 413 Grp Volume(v), veh/h 140 0 248 88 0 269 104 949 506 106 765 400 Grp Sat Flow(s),veh/h/ln 1109 0 1743 1130 0 1754 1781 1702 1815 1781 1702 1780 Q Serve(g_s), s 5.5 0.0 5.3 3.1 0.0 5.8 2.7 12.1 12.1 2.8 9.0 9.1 Cycle Q Clear(g_c), s 11.3 0.0 5.3 8.5 0.0 5.8 2.7 12.1 12.1 2.8 9.0 9.1 Prop In Lane 1.00 0.37 1.00 0.33 1.00 0.16 1.00 0.23
Lane Grp Cap(c), veh/h 377 0 568 393 0 571 140 1164 621 141 1167 610 V/C Ratio(X) 0.37 0.00 0.44 0.22 0.00 0.47 0.74 0.82 0.82 0.75 0.66 0.66 Avail Cap(c_a), veh/h 624 0 956 645 0 962 225 1220 651 188 1167 610 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 17.2 0.0 12.6 15.9 0.0 12.7 21.4 14.2 14.2 21.4 13.2 13.2 Incr Delay (d2), s/veh 0.6 0.0 0.5 0.3 0.0 0.6 7.5 4.2 7.6 11.0 1.3 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.0 1.9 0.8 0.0 2.1 1.2 4.0 4.9 1.4 2.7 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.8 0.0 13.1 16.2 0.0 13.3 28.9 18.5 21.9 32.4 14.5 15.8 LnGrp LOS B A B B A B C B C C B B
Approach Vol, veh/h 388 357 1559 1271
Approach Delay, s/veh 14.8 14.0 20.3 16.4
Approach LOS B B C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.8 20.2 19.4 7.7 20.3 19.4
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 5.0 17.0 26.0 6.0 16.0 26.0 Max Q Clear Time (g_c+I1), s 4.8 14.1 13.3 4.7 11.1 10.5 Green Ext Time (p_c), s 0.0 2.2 1.8 0.0 2.9 1.8
Intersection Summary
HCM 6th Ctrl Delay 17.7
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 2: Date Palm Drive & Rosemount Road 05/30/2024
Cumulative Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 71 71 89 89 66 308 83 1350 55 285 870 66 Future Volume (veh/h) 71 71 89 89 66 308 83 1350 55 285 870 66 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 77 77 97 97 72 335 90 1467 60 310 946 72 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 99 171 216 123 69 323 116 1640 67 346 2203 167 Arrive On Green 0.06 0.23 0.23 0.07 0.24 0.24 0.07 0.33 0.33 0.19 0.46 0.46 Sat Flow, veh/h 1781 752 948 1781 288 1341 1781 5032 206 1781 4841 368 Grp Volume(v), veh/h 77 0 174 97 0 407 90 992 535 310 665 353 Grp Sat Flow(s),veh/h/ln 1781 0 1700 1781 0 1629 1781 1702 1833 1781 1702 1804 Q Serve(g_s), s 3.7 0.0 7.7 4.7 0.0 21.0 4.3 24.2 24.2 14.8 11.5 11.6 Cycle Q Clear(g_c), s 3.7 0.0 7.7 4.7 0.0 21.0 4.3 24.2 24.2 14.8 11.5 11.6 Prop In Lane 1.00 0.56 1.00 0.82 1.00 0.11 1.00 0.20
Lane Grp Cap(c), veh/h 99 0 387 123 0 392 116 1110 598 346 1549 821 V/C Ratio(X) 0.78 0.00 0.45 0.79 0.00 1.04 0.78 0.89 0.89 0.90 0.43 0.43 Avail Cap(c_a), veh/h 123 0 409 123 0 392 204 1132 610 368 1549 821 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.6 0.0 29.0 40.0 0.0 33.1 40.1 28.0 28.0 34.3 16.1 16.1 Incr Delay (d2), s/veh 21.9 0.0 0.8 28.7 0.0 55.4 10.6 9.3 15.5 22.8 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 3.2 3.0 0.0 14.0 2.2 10.8 12.7 8.4 4.3 4.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.6 0.0 29.8 68.6 0.0 88.4 50.7 37.2 43.5 57.1 16.3 16.5 LnGrp LOS E A C E A F D D D E B B
Approach Vol, veh/h 251 504 1617 1328
Approach Delay, s/veh 39.8 84.6 40.0 25.8
Approach LOS D F D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 20.9 32.4 10.0 23.8 9.7 43.7 8.8 25.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 18.0 29.0 6.0 21.0 10.0 37.0 6.0 21.0 Max Q Clear Time (g_c+I1), s 16.8 26.2 6.7 9.7 6.3 13.6 5.7 23.0 Green Ext Time (p_c), s 0.1 2.2 0.0 0.7 0.1 7.4 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 41.0
HCM 6th LOS D
Notes
User approved pedestrian interval to be less than phase max green.
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 3: Date Palm Drive & 30th Avenue 05/30/2024
Cumulative Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 94 142 137 41 132 148 326 1321 39 32 1052 106 Future Volume (veh/h) 94 142 137 41 132 148 326 1321 39 32 1052 106 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 102 154 149 45 143 161 354 1436 42 35 1143 115 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 130 409 335 73 349 286 400 2463 72 62 1383 139 Arrive On Green 0.07 0.22 0.22 0.04 0.19 0.19 0.22 0.48 0.48 0.03 0.29 0.29 Sat Flow, veh/h 1781 1870 1530 1781 1870 1531 1781 5098 149 1781 4713 474 Grp Volume(v), veh/h 102 154 149 45 143 161 354 959 519 35 825 433 Grp Sat Flow(s),veh/h/ln 1781 1870 1530 1781 1870 1531 1781 1702 1843 1781 1702 1783 Q Serve(g_s), s 4.1 5.1 6.1 1.8 4.9 6.9 13.9 14.6 14.6 1.4 16.3 16.3 Cycle Q Clear(g_c), s 4.1 5.1 6.1 1.8 4.9 6.9 13.9 14.6 14.6 1.4 16.3 16.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.08 1.00 0.27
Lane Grp Cap(c), veh/h 130 409 335 73 349 286 400 1645 891 62 999 523 V/C Ratio(X) 0.78 0.38 0.45 0.61 0.41 0.56 0.88 0.58 0.58 0.56 0.83 0.83 Avail Cap(c_a), veh/h 148 674 551 148 674 552 469 1699 920 148 1086 569 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.9 24.0 24.4 34.0 25.8 26.6 27.1 13.4 13.4 34.3 23.8 23.8 Incr Delay (d2), s/veh 21.0 0.6 0.9 8.0 0.8 1.7 16.2 0.5 0.9 7.7 5.0 9.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 2.1 2.1 0.9 2.0 2.4 7.1 4.6 5.1 0.7 6.2 7.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.8 24.6 25.3 42.0 26.6 28.4 43.2 13.9 14.3 42.0 28.8 32.9 LnGrp LOS D C C D C C D B B D C C
Approach Vol, veh/h 405 349 1832 1293
Approach Delay, s/veh 32.2 29.4 19.7 30.5
Approach LOS C C B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 6.5 38.8 7.0 19.8 20.2 25.2 9.3 17.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 6.0 36.0 6.0 26.0 19.0 23.0 6.0 26.0 Max Q Clear Time (g_c+I1), s 3.4 16.6 3.8 8.1 15.9 18.3 6.1 8.9 Green Ext Time (p_c), s 0.0 9.3 0.0 1.1 0.3 2.8 0.0 1.1 Intersection Summary
HCM 6th Ctrl Delay 25.5
HCM 6th LOS C
HCM 6th TWSC Date Palm Drive Mixed Use
4: Date Palm Drive & Tachevah Drive 05/30/2024
Cumulative Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Intersection
Int Delay, s/veh 2.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 73 97 1379 1154 55
Future Vol, veh/h 26 73 97 1379 1154 55
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 27 75 100 1422 1190 57
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1988 624 1247 0 - 0
Stage 1 1219 - - - - -
Stage 2 769 - - - - -
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 95 367 297 - - -
Stage 1 177 - - - - -
Stage 2 379 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 63 367 297 - - -
Mov Cap-2 Maneuver 63 - - - - -
Stage 1 117 - - - - -
Stage 2 379 - - - - -
Approach EB NB SB
HCM Control Delay, s 59 1.5 0
HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 297 - 162 - -
HCM Lane V/C Ratio 0.337 - 0.63 - -
HCM Control Delay (s) 23.2 - 59 - -
HCM Lane LOS C - F - -
HCM 95th %tile Q(veh) 1.4 - 3.5 - -
HCM 6th TWSC Date Palm Drive Mixed Use
5: Date Palm Drive & Project Driveway 05/30/2024
Cumulative Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Intersection
Int Delay, s/veh 0.8
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 87 1416 27 0 1150
Future Vol, veh/h 0 87 1416 27 0 1150
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 95 1539 29 0 1250
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 784 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 7.14 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.92 - - - -
Pot Cap-1 Maneuver 0 288 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 288 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 23.5 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 288 -
HCM Lane V/C Ratio - - 0.328 -
HCM Control Delay (s) - - 23.5 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 1.4 -
HCM 6th TWSC Date Palm Drive Mixed Use
6: San Vicente Avenue/Existing Driveway & McCallum Way 05/30/2024 Cumulative Year 2027 Synchro 11 Report
Timing Plan: PM Peak
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 27 290 0 0 303 13 0 0 0 14 0 29
Future Vol, veh/h 27 290 0 0 303 13 0 0 0 14 0 29
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 29 315 0 0 329 14 0 0 0 15 0 32
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 343 0 0 315 0 0 725 716 315 709 709 336 Stage 1 - - - - - - 373 373 - 336 336 -
Stage 2 - - - - - - 352 343 - 373 373 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1216 - - 1245 - - 340 356 725 349 359 706 Stage 1 - - - - - - 648 618 - 678 642 -
Stage 2 - - - - - - 665 637 - 648 618 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1216 - - 1245 - - 318 346 725 341 349 706 Mov Cap-2 Maneuver - - - - - - 318 346 - 341 349 -
Stage 1 - - - - - - 629 600 - 658 642 -
Stage 2 - - - - - - 635 637 - 629 600 -
Approach EB WB NB SB
HCM Control Delay, s 0.7 0 0 12.5
HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1216 - - 1245 - - 524
HCM Lane V/C Ratio - 0.024 - - - - - 0.089
HCM Control Delay (s) 0 8 0 - 0 - - 12.5
HCM Lane LOS A A A - A - - B
HCM 95th %tile Q(veh) - 0.1 - - 0 - - 0.3
APPENDIX H ‐
WITH IMPROVEMENTS PEAK HOUR ANALYSIS AND SIGNAL
WARRANT WORKSHEETS
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 4: Date Palm Drive & Tachevah Drive 05/28/2024
Project Completion Year 2027 With Improvements Synchro 11 Report Timing Plan: AM Peak
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 32 115 46 814 1193 13
Future Volume (veh/h) 32 115 46 814 1193 13
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 33 119 47 839 1230 13
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 43 156 96 3121 2213 23
Arrive On Green 0.12 0.12 0.05 0.61 0.42 0.42
Sat Flow, veh/h 351 1264 1781 5274 5378 55
Grp Volume(v), veh/h 153 0 47 839 804 439
Grp Sat Flow(s),veh/h/ln 1625 0 1781 1702 1702 1860
Q Serve(g_s), s 2.7 0.0 0.8 2.3 5.4 5.4
Cycle Q Clear(g_c), s 2.7 0.0 0.8 2.3 5.4 5.4
Prop In Lane 0.22 0.78 1.00 0.03
Lane Grp Cap(c), veh/h 201 0 96 3121 1446 790
V/C Ratio(X) 0.76 0.00 0.49 0.27 0.56 0.56
Avail Cap(c_a), veh/h 1292 0 295 4735 2142 1171
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 12.8 0.0 13.9 2.7 6.5 6.5
Incr Delay (d2), s/veh 5.8 0.0 3.8 0.0 0.3 0.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.1 0.0 0.3 0.0 0.5 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.6 0.0 17.7 2.8 6.9 7.2
LnGrp LOS B A B A A A
Approach Vol, veh/h 153 886 1243
Approach Delay, s/veh 18.6 3.6 7.0
Approach LOS B A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 22.5 7.7 5.6 16.8
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 28.0 24.0 5.0 19.0
Max Q Clear Time (g_c+I1), s 4.3 4.7 2.8 7.4
Green Ext Time (p_c), s 5.2 0.4 0.0 5.5
Intersection Summary
HCM 6th Ctrl Delay 6.4
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 4: Date Palm Drive & Tachevah Drive 05/28/2024
Project Completion Year 2027 With Improvements Synchro 11 Report Timing Plan: PM Peak
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 26 73 97 1156 914 55
Future Volume (veh/h) 26 73 97 1156 914 55
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 27 74 99 1180 933 56
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 43 117 172 3109 1803 108
Arrive On Green 0.10 0.10 0.10 0.61 0.37 0.37
Sat Flow, veh/h 433 1186 1781 5274 5095 295
Grp Volume(v), veh/h 102 0 99 1180 644 345
Grp Sat Flow(s),veh/h/ln 1635 0 1781 1702 1702 1817
Q Serve(g_s), s 1.6 0.0 1.5 3.2 4.0 4.1
Cycle Q Clear(g_c), s 1.6 0.0 1.5 3.2 4.0 4.1
Prop In Lane 0.26 0.73 1.00 0.16
Lane Grp Cap(c), veh/h 161 0 172 3109 1246 665
V/C Ratio(X) 0.63 0.00 0.58 0.38 0.52 0.52
Avail Cap(c_a), veh/h 1435 0 521 5228 1992 1063
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 11.9 0.0 11.8 2.7 6.8 6.8
Incr Delay (d2), s/veh 4.1 0.0 3.0 0.1 0.3 0.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.6 0.0 0.4 0.0 0.4 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.9 0.0 14.8 2.8 7.1 7.4
LnGrp LOS B A B A A A
Approach Vol, veh/h 102 1279 989
Approach Delay, s/veh 15.9 3.7 7.2
Approach LOS B A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 20.7 6.7 6.6 14.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 28.0 24.0 8.0 16.0
Max Q Clear Time (g_c+I1), s 5.2 3.6 3.5 6.1
Green Ext Time (p_c), s 7.7 0.3 0.1 3.9
Intersection Summary
HCM 6th Ctrl Delay 5.7
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.
California MUTCD 2014 Edition Rev 6 Scenario: Project Completion Year 2027 Conditions Major Approach: Date Palm Drive
Minor Approach: Tachevah Drive
Two
One or More
2066
147
APPROACH LANES
ENTER CORRECT HOURS
The plotted point falls above the applicable curve in Figure 4C-3 (Urban Areas) OR The plotted point falls above the applicable curve in Figure 4C-4 (Rural Areas) Both Approaches - Major Street
Higher Approach - Minor Street
Part B
SATISFIED
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.
ENTER PEAK HOUR VOL.
WARRANT 3 - PEAK HOUR
SATISFIED
Part A
(All parts 1, 2, and 3 below must be satisfied for the same
SATISFIED
(Part A or Part B must be satisfied)
1. The total delay experienced by traffic on one minor street approach (one direction only) controlled by a STOP sign equals or exceeds four vehicle-hours for one-lane approach, or five vehicle-hours for a two-lane approach; AND
2. The volume on the same minor street approach (one direction only) equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND
3. The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with four or more approaches or 650 vph for intersections with three approaches
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
0 25
50 75
100
125
150
175
200
225
250
275
300
325
350
375
400
425
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street
Higher Volume Approach - VPH
F
Major Street
Total of Both Approaches - VPH
My Results (Minimum
Vehicles)
147
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 4: Date Palm Drive & Tachevah Drive 05/30/2024
Cumulative Year 2027 With Improvements Synchro 11 Report Timing Plan: AM Peak
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 32 115 46 970 1351 13
Future Volume (veh/h) 32 115 46 970 1351 13
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 33 119 47 1000 1393 13
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 43 157 95 3192 2328 22
Arrive On Green 0.12 0.12 0.05 0.63 0.45 0.45
Sat Flow, veh/h 351 1264 1781 5274 5385 49
Grp Volume(v), veh/h 153 0 47 1000 909 497
Grp Sat Flow(s),veh/h/ln 1625 0 1781 1702 1702 1862
Q Serve(g_s), s 2.9 0.0 0.8 2.9 6.4 6.4
Cycle Q Clear(g_c), s 2.9 0.0 0.8 2.9 6.4 6.4
Prop In Lane 0.22 0.78 1.00 0.03
Lane Grp Cap(c), veh/h 201 0 95 3192 1519 831
V/C Ratio(X) 0.76 0.00 0.49 0.31 0.60 0.60
Avail Cap(c_a), veh/h 1224 0 279 4485 2029 1110
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 13.5 0.0 14.7 2.8 6.7 6.7
Incr Delay (d2), s/veh 5.8 0.0 3.9 0.1 0.4 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.2 0.0 0.3 0.0 0.6 0.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.3 0.0 18.6 2.8 7.0 7.4
LnGrp LOS B A B A A A
Approach Vol, veh/h 153 1047 1406
Approach Delay, s/veh 19.3 3.5 7.2
Approach LOS B A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 23.9 7.9 5.7 18.2
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 28.0 24.0 5.0 19.0
Max Q Clear Time (g_c+I1), s 4.9 4.9 2.8 8.4
Green Ext Time (p_c), s 6.4 0.4 0.0 5.8
Intersection Summary
HCM 6th Ctrl Delay 6.4
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 4: Date Palm Drive & Tachevah Drive 05/30/2024
Cumulative Year 2027 With Improvements Synchro 11 Report Timing Plan: PM Peak
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 26 73 97 1379 1154 55
Future Volume (veh/h) 26 73 97 1379 1154 55
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 27 74 99 1407 1178 56
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 41 113 166 3272 2075 99
Arrive On Green 0.10 0.10 0.09 0.64 0.42 0.42
Sat Flow, veh/h 433 1186 1781 5274 5163 237
Grp Volume(v), veh/h 102 0 99 1407 803 431
Grp Sat Flow(s),veh/h/ln 1635 0 1781 1702 1702 1828
Q Serve(g_s), s 1.8 0.0 1.6 4.1 5.5 5.5
Cycle Q Clear(g_c), s 1.8 0.0 1.6 4.1 5.5 5.5
Prop In Lane 0.26 0.73 1.00 0.13
Lane Grp Cap(c), veh/h 156 0 166 3272 1414 759
V/C Ratio(X) 0.66 0.00 0.60 0.43 0.57 0.57
Avail Cap(c_a), veh/h 1296 0 353 4721 2023 1086
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 13.2 0.0 13.2 2.7 6.8 6.8
Incr Delay (d2), s/veh 4.6 0.0 3.4 0.1 0.4 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.7 0.0 0.5 0.0 0.6 0.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.9 0.0 16.6 2.8 7.1 7.4
LnGrp LOS B A B A A A
Approach Vol, veh/h 102 1506 1234
Approach Delay, s/veh 17.9 3.7 7.2
Approach LOS B A A
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 23.4 6.9 6.8 16.6
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 28.0 24.0 6.0 18.0
Max Q Clear Time (g_c+I1), s 6.1 3.8 3.6 7.5
Green Ext Time (p_c), s 9.4 0.3 0.0 5.1
Intersection Summary
HCM 6th Ctrl Delay 5.7
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.
California MUTCD 2014 Edition Rev 6 Scenario: Cumulative Year 2027 Conditions Major Approach: Date Palm Drive
Minor Approach: Tachevah Drive
Two
One or More
2380
147
APPROACH LANES
ENTER CORRECT HOURS
The plotted point falls above the applicable curve in Figure 4C-3 (Urban Areas) OR The plotted point falls above the applicable curve in Figure 4C-4 (Rural Areas) Both Approaches - Major Street
Higher Approach - Minor Street
Part B
SATISFIED
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.
ENTER PEAK HOUR VOL.
WARRANT 3 - PEAK HOUR
SATISFIED
Part A
(All parts 1, 2, and 3 below must be satisfied for the same
SATISFIED
(Part A or Part B must be satisfied)
1. The total delay experienced by traffic on one minor street approach (one direction only) controlled by a STOP sign equals or exceeds four vehicle-hours for one-lane approach, or five vehicle-hours for a two-lane approach; AND
2. The volume on the same minor street approach (one direction only) equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND
3. The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with four or more approaches or 650 vph for intersections with three approaches
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
0 25
50 75
100
125
150
175
200
225
250
275
300
325
350
375
400
425
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street
Higher Volume Approach - VPH
F
Major Street
Total of Both Approaches - VPH
My Results (Minimum
Vehicles)
147
APPENDIX J ‐
INTERSECTION 2 SIGNAL WARRANT WORKSHEETS
California MUTCD 2014 Edition Rev 6 Scenario: Project Completion Year 2027 Conditions Major Approach: Date Palm Drive
Minor Approach: Rosemount Road
Two
One or More
2153
375
APPROACH LANES
ENTER CORRECT HOURS
The plotted point falls above the applicable curve in Figure 4C-3 (Urban Areas) OR The plotted point falls above the applicable curve in Figure 4C-4 (Rural Areas) Both Approaches - Major Street
Higher Approach - Minor Street
Part B
SATISFIED
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.
ENTER PEAK HOUR VOL.
WARRANT 3 - PEAK HOUR
SATISFIED
Part A
(All parts 1, 2, and 3 below must be satisfied for the same
SATISFIED
(Part A or Part B must be satisfied)
1. The total delay experienced by traffic on one minor street approach (one direction only) controlled by a STOP sign equals or exceeds four vehicle-hours for one-lane approach, or five vehicle-hours for a two-lane approach; AND
2. The volume on the same minor street approach (one direction only) equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND
3. The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with four or more approaches or 650 vph for intersections with three approaches
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
0 25
50 75
100
125
150
175
200
225
250
275
300
325
350
375
400
425
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street
Higher Volume Approach - VPH
F
Major Street
Total of Both Approaches - VPH
My Results (Minimum
Vehicles)
375
California MUTCD 2014 Edition Rev 6 Scenario: Cumulative Year 2027 Conditions Major Approach: Date Palm Drive
Minor Approach: Rosemount Road
Two
One or More
2709
463
APPROACH LANES
ENTER CORRECT HOURS
The plotted point falls above the applicable curve in Figure 4C-3 (Urban Areas) OR The plotted point falls above the applicable curve in Figure 4C-4 (Rural Areas) Both Approaches - Major Street
Higher Approach - Minor Street
Part B
SATISFIED
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.
ENTER PEAK HOUR VOL.
WARRANT 3 - PEAK HOUR
SATISFIED
Part A
(All parts 1, 2, and 3 below must be satisfied for the same
SATISFIED
(Part A or Part B must be satisfied)
1. The total delay experienced by traffic on one minor street approach (one direction only) controlled by a STOP sign equals or exceeds four vehicle-hours for one-lane approach, or five vehicle-hours for a two-lane approach; AND
2. The volume on the same minor street approach (one direction only) equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND
3. The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with four or more approaches or 650 vph for intersections with three approaches
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
0 50
100
150
200
250
300
350
400
450
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street
Higher Volume Approach - VPH
F
Major Street
Total of Both Approaches - VPH
My Results (Minimum
Vehicles)
463
APPENDIX J ‐
SCENARIO 1 AM PEAK HOUR ANALYSIS AND SIGNAL
WARRANT WORKSHEETS
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 1: Date Palm Drive & McCallum Way 05/28/2024
Synchro 11 ReportProject (Scenario 1) Completion Year 2027 Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 59 225 106 67 158 48 46 499 48 95 981 53 Future Volume (veh/h) 59 225 106 67 158 48 46 499 48 95 981 53 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.99 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 66 250 118 74 176 53 51 554 53 106 1090 59 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 444 400 189 331 461 139 95 1404 133 150 1619 88 Arrive On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.05 0.30 0.30 0.08 0.33 0.33 Sat Flow, veh/h 1150 1195 564 1013 1379 415 1781 4742 449 1781 4950 268 Grp Volume(v), veh/h 66 0 368 74 0 229 51 396 211 106 749 400 Grp Sat Flow(s),veh/h/ln 1150 0 1759 1013 0 1794 1781 1702 1787 1781 1702 1814 Q Serve(g_s), s 2.0 0.0 7.4 2.8 0.0 4.1 1.2 3.9 4.0 2.4 8.0 8.0 Cycle Q Clear(g_c), s 6.1 0.0 7.4 10.2 0.0 4.1 1.2 3.9 4.0 2.4 8.0 8.0 Prop In Lane 1.00 0.32 1.00 0.23 1.00 0.25 1.00 0.15
Lane Grp Cap(c), veh/h 444 0 588 331 0 600 95 1008 529 150 1114 593 V/C Ratio(X) 0.15 0.00 0.63 0.22 0.00 0.38 0.54 0.39 0.40 0.71 0.67 0.67 Avail Cap(c_a), veh/h 769 0 1086 618 0 1108 212 1132 594 338 1375 732 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.0 0.0 11.8 16.1 0.0 10.7 19.4 11.8 11.8 18.8 12.2 12.2 Incr Delay (d2), s/veh 0.2 0.0 1.1 0.3 0.0 0.4 4.6 0.2 0.5 5.9 0.9 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 2.6 0.6 0.0 1.4 0.5 1.1 1.2 1.1 2.2 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.2 0.0 12.9 16.4 0.0 11.1 24.1 12.1 12.3 24.7 13.2 14.0 LnGrp LOS B A B B A B C B B C B B
Approach Vol, veh/h 434 303 658 1255
Approach Delay, s/veh 12.9 12.4 13.1 14.4
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.6 16.5 18.1 6.2 17.8 18.1
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 8.0 14.0 26.0 5.0 17.0 26.0 Max Q Clear Time (g_c+I1), s 4.4 6.0 9.4 3.2 10.0 12.2
Green Ext Time (p_c), s 0.1 2.2 2.5 0.0 3.8 1.4
Intersection Summary
HCM 6th Ctrl Delay 13.6
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 2: Date Palm Drive & Rosemount Road 05/28/2024
Synchro 11 ReportProject (Scenario 1) Completion Year 2027 Timing Plan: AM Peak
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 63 233 582 44 186 1010
Future Volume (veh/h) 63 233 582 44 186 1010
Initial Q (Qb), veh 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 68 253 633 48 202 1098
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 2 2 2
Cap, veh/h 398 354 1281 96 259 2717
Arrive On Green 0.22 0.22 0.26 0.26 0.15 0.53
Sat Flow, veh/h 1781 1585 5012 365 1781 5274
Grp Volume(v), veh/h 68 253 444 237 202 1098
Grp Sat Flow(s),veh/h/ln 1781 1585 1702 1805 1781 1702
Q Serve(g_s), s 1.0 4.8 3.6 3.6 3.6 4.2
Cycle Q Clear(g_c), s 1.0 4.8 3.6 3.6 3.6 4.2
Prop In Lane 1.00 1.00 0.20 1.00
Lane Grp Cap(c), veh/h 398 354 900 477 259 2717
V/C Ratio(X) 0.17 0.71 0.49 0.50 0.78 0.40
Avail Cap(c_a), veh/h 1144 1018 1561 828 381 4059
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 10.3 11.7 10.2 10.2 13.5 4.6
Incr Delay (d2), s/veh 0.2 2.7 0.4 0.8 6.1 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.3 1.5 1.0 1.1 1.6 0.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.5 14.4 10.6 11.0 19.6 4.7
LnGrp LOS B B B B B A
Approach Vol, veh/h 321 681 1300
Approach Delay, s/veh 13.6 10.7 7.0
Approach LOS B B A
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.8 12.7 21.4 11.3
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 7.0 15.0 26.0 21.0
Max Q Clear Time (g_c+I1), s 5.6 5.6 6.2 6.8
Green Ext Time (p_c), s 0.1 3.0 7.9 0.9
Intersection Summary
HCM 6th Ctrl Delay 9.0
HCM 6th LOS A
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 3: Date Palm Drive & 30th Avenue 05/28/2024
Synchro 11 ReportProject (Scenario 1) Completion Year 2027 Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 105 268 115 64 143 167 171 603 30 233 1056 70 Future Volume (veh/h) 105 268 115 64 143 167 171 603 30 233 1056 70 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 117 298 128 71 159 186 190 670 33 259 1173 78 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 149 402 335 103 354 299 235 1428 70 308 1600 106 Arrive On Green 0.08 0.21 0.21 0.06 0.19 0.19 0.13 0.29 0.29 0.17 0.33 0.33 Sat Flow, veh/h 1781 1870 1561 1781 1870 1583 1781 4984 244 1781 4889 325 Grp Volume(v), veh/h 117 298 128 71 159 186 190 457 246 259 817 434 Grp Sat Flow(s),veh/h/ln 1781 1870 1561 1781 1870 1583 1781 1702 1825 1781 1702 1810 Q Serve(g_s), s 3.8 8.9 4.2 2.3 4.5 6.4 6.2 6.6 6.7 8.4 12.7 12.7 Cycle Q Clear(g_c), s 3.8 8.9 4.2 2.3 4.5 6.4 6.2 6.6 6.7 8.4 12.7 12.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.13 1.00 0.18
Lane Grp Cap(c), veh/h 149 402 335 103 354 299 235 975 523 308 1114 592 V/C Ratio(X) 0.78 0.74 0.38 0.69 0.45 0.62 0.81 0.47 0.47 0.84 0.73 0.73 Avail Cap(c_a), veh/h 149 814 679 149 814 689 268 1254 672 328 1368 727 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.8 21.9 20.0 27.6 21.5 22.2 25.2 17.6 17.6 23.9 17.8 17.8 Incr Delay (d2), s/veh 23.4 2.7 0.7 7.9 0.9 2.1 14.9 0.4 0.7 16.9 1.6 3.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 3.6 1.4 1.1 1.8 2.3 3.3 2.2 2.5 4.4 4.1 4.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.3 24.6 20.8 35.5 22.4 24.4 40.1 17.9 18.2 40.8 19.4 20.8 LnGrp LOS D C C D C C D B B D B C
Approach Vol, veh/h 543 416 893 1510
Approach Delay, s/veh 29.2 25.5 22.7 23.5
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 14.3 21.1 7.5 16.8 11.9 23.5 9.0 15.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 11.0 22.0 5.0 26.0 9.0 24.0 5.0 26.0 Max Q Clear Time (g_c+I1), s 10.4 8.7 4.3 10.9 8.2 14.7 5.8 8.4 Green Ext Time (p_c), s 0.0 3.4 0.0 1.7 0.0 4.8 0.0 1.3 Intersection Summary
HCM 6th Ctrl Delay 24.4
HCM 6th LOS C
HCM 6th TWSC Date Palm Drive Mixed Use
4: Date Palm Drive & Tachevah Drive 05/28/2024
Synchro 11 ReportProject (Scenario 1) Completion Year 2027 Timing Plan: AM Peak
Intersection
Int Delay, s/veh 2.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 32 114 47 816 1189 13
Future Vol, veh/h 32 114 47 816 1189 13
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 33 116 48 833 1213 13
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1649 613 1226 0 - 0
Stage 1 1220 - - - - -
Stage 2 429 - - - - -
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 144 373 304 - - -
Stage 1 177 - - - - -
Stage 2 571 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 121 373 304 - - -
Mov Cap-2 Maneuver 121 - - - - -
Stage 1 149 - - - - -
Stage 2 571 - - - - -
Approach EB NB SB
HCM Control Delay, s 36.9 1 0
HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 304 - 256 - -
HCM Lane V/C Ratio 0.158 - 0.582 - -
HCM Control Delay (s) 19 - 36.9 - -
HCM Lane LOS C - E - -
HCM 95th %tile Q(veh) 0.6 - 3.3 - -
HCM 6th TWSC Date Palm Drive Mixed Use
5: Date Palm Drive & Project Driveway 05/28/2024
Synchro 11 ReportProject (Scenario 1) Completion Year 2027 Timing Plan: AM Peak
Intersection
Int Delay, s/veh 0.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 50 595 18 0 1129
Future Vol, veh/h 0 50 595 18 0 1129
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 56 661 20 0 1254
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 341 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 7.14 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.92 - - - -
Pot Cap-1 Maneuver 0 559 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 559 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 12.1 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 559 -
HCM Lane V/C Ratio - - 0.099 -
HCM Control Delay (s) - - 12.1 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0.3 -
HCM 6th TWSC Date Palm Drive Mixed Use
6: San Vicente Avenue/Existing Driveway & McCallum Way 05/28/2024 Synchro 11 ReportProject (Scenario 1) Completion Year 2027 Timing Plan: AM Peak
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 357 0 0 263 9 0 0 0 8 0 17
Future Vol, veh/h 18 357 0 0 263 9 0 0 0 8 0 17
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 20 388 0 0 286 10 0 0 0 9 0 18
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 296 0 0 388 0 0 728 724 388 719 719 291 Stage 1 - - - - - - 428 428 - 291 291 -
Stage 2 - - - - - - 300 296 - 428 428 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1265 - - 1170 - - 339 352 660 344 354 748 Stage 1 - - - - - - 605 585 - 717 672 -
Stage 2 - - - - - - 709 668 - 605 585 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1265 - - 1170 - - 325 345 660 339 347 748 Mov Cap-2 Maneuver - - - - - - 325 345 - 339 347 -
Stage 1 - - - - - - 593 573 - 703 672 -
Stage 2 - - - - - - 691 668 - 593 573 -
Approach EB WB NB SB
HCM Control Delay, s 0.4 0 0 12
HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1265 - - 1170 - - 540
HCM Lane V/C Ratio - 0.015 - - - - - 0.05
HCM Control Delay (s) 0 7.9 0 - 0 - - 12
HCM Lane LOS A A A - A - - B
HCM 95th %tile Q(veh) - 0 - - 0 - - 0.2
California MUTCD 2014 Edition Rev 6 Scenario: Project (Scenario 1) Completion Year 2027 Conditions Major Approach: Date Palm Drive
Minor Approach: Rosemount Road
Two
One or More
1822
296
The plotted point falls above the applicable curve in Figure 4C-3 (Urban Areas) OR The plotted point falls above the applicable curve in Figure 4C-4 (Rural Areas) Both Approaches - Major Street
Higher Approach - Minor Street
APPROACH LANES
ENTER CORRECT HOURS
Part B
SATISFIED
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.
ENTER PEAK HOUR VOL.
WARRANT 3 - PEAK HOUR
SATISFIED
Part A
(All parts 1, 2, and 3 below must be satisfied for the same
SATISFIED
(Part A or Part B must be satisfied)
1. The total delay experienced by traffic on one minor street approach (one direction only) controlled by a STOP sign equals or exceeds four vehicle-hours for one-lane approach, or five vehicle-hours for a two-lane approach; AND
2. The volume on the same minor street approach (one direction only) equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND
3. The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with four or more approaches or 650 vph for intersections with three approaches
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
0 25
50 75
100
125
150
175
200
225
250
275
300
325
350
375
400
425
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street
Higher Volume Approach - VPH
F
Major Street
Total of Both Approaches - VPH
My Results (Minimum
Vehicles)
296
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 1: Date Palm Drive & McCallum Way 05/30/2024
Cumulative Year 2027 (Scenario 1) Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 91 225 106 67 158 83 46 634 48 112 1139 74 Future Volume (veh/h) 91 225 106 67 158 83 46 634 48 112 1139 74 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 101 250 118 74 176 92 51 704 53 124 1266 82 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 399 399 188 321 384 201 94 1487 111 160 1684 109 Arrive On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.05 0.31 0.31 0.09 0.34 0.34 Sat Flow, veh/h 1110 1195 564 1013 1150 601 1781 4841 362 1781 4888 317 Grp Volume(v), veh/h 101 0 368 74 0 268 51 494 263 124 882 466 Grp Sat Flow(s),veh/h/ln 1110 0 1759 1013 0 1751 1781 1702 1800 1781 1702 1801 Q Serve(g_s), s 3.5 0.0 7.9 3.0 0.0 5.4 1.2 5.2 5.3 3.0 10.2 10.2 Cycle Q Clear(g_c), s 8.9 0.0 7.9 10.8 0.0 5.4 1.2 5.2 5.3 3.0 10.2 10.2 Prop In Lane 1.00 0.32 1.00 0.34 1.00 0.20 1.00 0.18
Lane Grp Cap(c), veh/h 399 0 588 321 0 585 94 1045 553 160 1173 620 V/C Ratio(X) 0.25 0.00 0.63 0.23 0.00 0.46 0.55 0.47 0.48 0.77 0.75 0.75 Avail Cap(c_a), veh/h 674 0 1024 573 0 1020 199 1067 564 319 1296 686 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.2 0.0 12.5 17.1 0.0 11.7 20.6 12.5 12.6 19.9 12.9 12.9 Incr Delay (d2), s/veh 0.3 0.0 1.1 0.4 0.0 0.6 4.9 0.3 0.6 7.7 2.3 4.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 2.8 0.7 0.0 1.9 0.6 1.5 1.6 1.4 3.1 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.5 0.0 13.6 17.4 0.0 12.2 25.5 12.9 13.2 27.6 15.2 17.2 LnGrp LOS B A B B A B C B B C B B
Approach Vol, veh/h 469 342 808 1472
Approach Delay, s/veh 14.0 13.4 13.8 16.9
Approach LOS B B B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.0 17.7 18.9 6.3 19.4 18.9
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 8.0 14.0 26.0 5.0 17.0 26.0 Max Q Clear Time (g_c+I1), s 5.0 7.3 10.9 3.2 12.2 12.8 Green Ext Time (p_c), s 0.1 2.4 2.5 0.0 3.1 1.7
Intersection Summary
HCM 6th Ctrl Delay 15.2
HCM 6th LOS B
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 2: Date Palm Drive & Rosemount Road 05/30/2024
Cumulative Year 2027 (Scenario 1) Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 56 56 70 87 79 242 98 700 48 193 1129 79 Future Volume (veh/h) 56 56 70 87 79 242 98 700 48 193 1129 79 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 61 61 76 95 86 263 107 761 52 210 1227 86 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 99 170 212 164 106 324 137 1195 81 258 1524 107 Arrive On Green 0.06 0.22 0.22 0.09 0.26 0.26 0.08 0.24 0.24 0.14 0.31 0.31 Sat Flow, veh/h 1781 757 943 1781 406 1241 1781 4882 332 1781 4872 341 Grp Volume(v), veh/h 61 0 137 95 0 349 107 530 283 210 857 456 Grp Sat Flow(s),veh/h/ln 1781 0 1701 1781 0 1647 1781 1702 1811 1781 1702 1809 Q Serve(g_s), s 1.8 0.0 3.7 2.8 0.0 10.8 3.2 7.6 7.6 6.2 12.6 12.6 Cycle Q Clear(g_c), s 1.8 0.0 3.7 2.8 0.0 10.8 3.2 7.6 7.6 6.2 12.6 12.6 Prop In Lane 1.00 0.55 1.00 0.75 1.00 0.18 1.00 0.19
Lane Grp Cap(c), veh/h 99 0 382 164 0 430 137 833 443 258 1065 566 V/C Ratio(X) 0.62 0.00 0.36 0.58 0.00 0.81 0.78 0.64 0.64 0.81 0.81 0.81 Avail Cap(c_a), veh/h 164 0 656 164 0 636 164 939 499 262 1126 598 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.1 0.0 17.8 23.7 0.0 18.9 24.7 18.4 18.4 22.6 17.2 17.2 Incr Delay (d2), s/veh 6.2 0.0 0.6 5.1 0.0 5.0 18.2 1.2 2.3 17.5 4.2 7.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 1.4 1.3 0.0 4.3 2.0 2.8 3.1 3.6 4.9 5.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.3 0.0 18.4 28.8 0.0 23.9 42.9 19.6 20.7 40.0 21.3 24.7 LnGrp LOS C A B C A C D B C D C C
Approach Vol, veh/h 198 444 920 1523
Approach Delay, s/veh 22.4 24.9 22.6 24.9
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.9 17.3 9.0 16.2 8.2 21.0 7.0 18.2 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 15.0 5.0 21.0 5.0 18.0 5.0 21.0 Max Q Clear Time (g_c+I1), s 8.2 9.6 4.8 5.7 5.2 14.6 3.8 12.8 Green Ext Time (p_c), s 0.0 2.4 0.0 0.6 0.0 2.4 0.0 1.4 Intersection Summary
HCM 6th Ctrl Delay 24.1
HCM 6th LOS C
HCM 6th Signalized Intersection Summary Date Palm Drive Mixed Use 3: Date Palm Drive & 30th Avenue 05/30/2024
Cumulative Year 2027 (Scenario 1) Synchro 11 Report
Timing Plan: AM Peak
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 105 268 131 80 143 167 182 759 41 233 1214 70 Future Volume (veh/h) 105 268 131 80 143 167 182 759 41 233 1214 70 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 114 291 142 87 155 182 198 825 45 253 1320 76 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 133 440 361 111 418 343 240 1479 80 293 1621 93 Arrive On Green 0.07 0.24 0.24 0.06 0.22 0.22 0.13 0.30 0.30 0.16 0.33 0.33 Sat Flow, veh/h 1781 1870 1532 1781 1870 1536 1781 4955 269 1781 4938 284 Grp Volume(v), veh/h 114 291 142 87 155 182 198 566 304 253 910 486 Grp Sat Flow(s),veh/h/ln 1781 1870 1532 1781 1870 1536 1781 1702 1821 1781 1702 1818 Q Serve(g_s), s 4.2 9.4 5.2 3.2 4.7 7.0 7.2 9.4 9.4 9.3 16.4 16.4 Cycle Q Clear(g_c), s 4.2 9.4 5.2 3.2 4.7 7.0 7.2 9.4 9.4 9.3 16.4 16.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.15 1.00 0.16
Lane Grp Cap(c), veh/h 133 440 361 111 418 343 240 1016 543 293 1118 597 V/C Ratio(X) 0.86 0.66 0.39 0.78 0.37 0.53 0.83 0.56 0.56 0.86 0.81 0.81 Avail Cap(c_a), veh/h 133 727 595 133 727 597 240 1119 599 293 1221 652 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.6 23.2 21.6 30.9 22.0 22.9 28.2 19.8 19.8 27.2 20.6 20.6 Incr Delay (d2), s/veh 39.0 1.7 0.7 21.6 0.5 1.3 20.6 0.5 1.0 22.5 4.0 7.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 3.9 1.7 1.9 1.9 2.4 4.2 3.3 3.6 5.2 5.9 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 69.6 24.9 22.2 52.5 22.6 24.2 48.8 20.3 20.7 49.7 24.6 27.9 LnGrp LOS E C C D C C D C C D C C
Approach Vol, veh/h 547 424 1068 1649
Approach Delay, s/veh 33.5 29.4 25.7 29.4
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.0 24.0 8.2 19.8 13.0 26.0 9.0 18.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 11.0 22.0 5.0 26.0 9.0 24.0 5.0 26.0 Max Q Clear Time (g_c+I1), s 11.3 11.4 5.2 11.4 9.2 18.4 6.2 9.0 Green Ext Time (p_c), s 0.0 3.8 0.0 1.7 0.0 3.6 0.0 1.2 Intersection Summary
HCM 6th Ctrl Delay 29.0
HCM 6th LOS C
HCM 6th TWSC Date Palm Drive Mixed Use
4: Date Palm Drive & Tachevah Drive 05/30/2024
Cumulative Year 2027 (Scenario 1) Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 32 114 47 972 1347 13
Future Vol, veh/h 32 114 47 972 1347 13
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 250 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 33 118 48 1002 1389 13
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1893 701 1402 0 - 0
Stage 1 1396 - - - - -
Stage 2 497 - - - - -
Critical Hdwy 5.74 7.14 5.34 - - -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.04 - - - - -
Follow-up Hdwy 3.82 3.92 3.12 - - -
Pot Cap-1 Maneuver 107 327 249 - - -
Stage 1 138 - - - - -
Stage 2 527 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 86 327 249 - - -
Mov Cap-2 Maneuver 86 - - - - -
Stage 1 111 - - - - -
Stage 2 527 - - - - -
Approach EB NB SB
HCM Control Delay, s 61 1.1 0
HCM LOS F
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 249 - 203 - -
HCM Lane V/C Ratio 0.195 - 0.741 - -
HCM Control Delay (s) 22.9 - 61 - -
HCM Lane LOS C - F - -
HCM 95th %tile Q(veh) 0.7 - 4.9 - -
HCM 6th TWSC Date Palm Drive Mixed Use
5: Date Palm Drive & Project Driveway 05/30/2024
Cumulative Year 2027 (Scenario 1) Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 0.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 50 810 18 0 1308
Future Vol, veh/h 0 50 810 18 0 1308
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 54 880 20 0 1422
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 450 0 0 - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Critical Hdwy - 7.14 - - - -
Critical Hdwy Stg 1 - - - - - -
Critical Hdwy Stg 2 - - - - - -
Follow-up Hdwy - 3.92 - - - -
Pot Cap-1 Maneuver 0 476 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 476 - - - -
Mov Cap-2 Maneuver - - - - - -
Stage 1 - - - - - -
Stage 2 - - - - - -
Approach WB NB SB
HCM Control Delay, s 13.5 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 476 -
HCM Lane V/C Ratio - - 0.114 -
HCM Control Delay (s) - - 13.5 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0.4 -
HCM 6th TWSC Date Palm Drive Mixed Use
6: San Vicente Avenue/Existing Driveway & McCallum Way 05/30/2024 Cumulative Year 2027 (Scenario 1) Synchro 11 Report
Timing Plan: AM Peak
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 374 0 0 298 9 0 0 0 8 0 17
Future Vol, veh/h 18 374 0 0 298 9 0 0 0 8 0 17
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 20 407 0 0 324 10 0 0 0 9 0 18
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 334 0 0 407 0 0 785 781 407 776 776 329 Stage 1 - - - - - - 447 447 - 329 329 -
Stage 2 - - - - - - 338 334 - 447 447 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1225 - - 1152 - - 310 326 644 315 328 712 Stage 1 - - - - - - 591 573 - 684 646 -
Stage 2 - - - - - - 676 643 - 591 573 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1225 - - 1152 - - 297 319 644 310 321 712 Mov Cap-2 Maneuver - - - - - - 297 319 - 310 321 -
Stage 1 - - - - - - 579 561 - 670 646 -
Stage 2 - - - - - - 658 643 - 579 561 -
Approach EB WB NB SB
HCM Control Delay, s 0.4 0 0 12.6
HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1225 - - 1152 - - 503
HCM Lane V/C Ratio - 0.016 - - - - - 0.054
HCM Control Delay (s) 0 8 0 - 0 - - 12.6
HCM Lane LOS A A A - A - - B
HCM 95th %tile Q(veh) - 0 - - 0 - - 0.2
California MUTCD 2014 Edition Rev 6 Scenario: Cumulative Year 2027 Conditions (Scenario 1) Major Approach: Date Palm Drive
Minor Approach: Rosemount Road
Two
One or More
2274
408
APPROACH LANES
ENTER CORRECT HOURS
The plotted point falls above the applicable curve in Figure 4C-3 (Urban Areas) OR The plotted point falls above the applicable curve in Figure 4C-4 (Rural Areas) Both Approaches - Major Street
Higher Approach - Minor Street
Part B
SATISFIED
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.
ENTER PEAK HOUR VOL.
WARRANT 3 - PEAK HOUR
SATISFIED
Part A
(All parts 1, 2, and 3 below must be satisfied for the same
SATISFIED
(Part A or Part B must be satisfied)
1. The total delay experienced by traffic on one minor street approach (one direction only) controlled by a STOP sign equals or exceeds four vehicle-hours for one-lane approach, or five vehicle-hours for a two-lane approach; AND
2. The volume on the same minor street approach (one direction only) equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND
3. The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with four or more approaches or 650 vph for intersections with three approaches
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
YES
NO
0 25
50 75
100
125
150
175
200
225
250
275
300
325
350
375
400
425
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street
Higher Volume Approach - VPH
F
Major Street
Total of Both Approaches - VPH
My Results (Minimum
Vehicles)
408
APPENDIX K ‐
HORIZON YEAR 2045 PLUS PROJECTS QUEUE
ANALYSIS
In Out Total In Out Total
Multifamily Housing (Low-Rise) DU 220 0.10 0.30 0.40 0.32 0.19 0.51 6.74 In Out Total In Out Total
Multifamily Housing (Low-Rise) 204 DU 20 61 81 65 39 104 1,375 20 61 81 65 39 104 1,375
1Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 DU = Dwelling Unit
Daily
1Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual , Eleventh Edition (2021). 2DU = Dwelling Unit
Land Use1 Units2 ITE LUCode AM Peak Hour PM Peak Hour
Total
PM Peak Hour DailyLand Use1 Intensity Units2 AM Peak Hour Wren Project
In Out Total In Out Total
Shopping Plaza (40k-150k)3 TSF 821 2.19 1.34 3.53 4.13 4.48 8.61 88.08 Fast Food Restaurant w/ Drive-through Window TSF 934 22.75 21.86 44.61 17.18 15.85 33.03 467.48 In Out Total In Out Total
Shopping Plaza (40k-150k) 127.000 TSF 278 170 448 525 569 1,094 11,186 22 22 44 47 34 81 783
0 0 0 191 214 405 4,161
256 148 404 287 321 608 6,242
Fast Food Restaurant w/ Drive-through Window 7.000 TSF 159 153 312 120 111 231 3,272 22 21 43 35 46 81 1,145
69 66 135 47 36 83 1,170
68 66 134 38 29 67 957
324 214 538 325 350 675 7,199
1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = Thousand Square Feet
3 Internal Capture percentage is based on NCHRP Report 684, as recommended in the ITE Trip Generation Handbook, 3rd Edition. 4 Pass-by reduction percentage is based on the ITE methodology per 2021 Pass-By Tables for ITE Trip Generation Appendices.
DailyLand Use1 Units2 ITE LUCode AM Peak Hour PM Peak Hour 1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual , Eleventh Edition (2021). 2 TSF = Thousand Square Feet
3 Peak hour and daily trip rates for LU 822 Strip Retail Plaza are based on fitted curve equations for total 127,000 sf of retail proposed for entire project.
Land Use1 Intensity Units2 AM Peak Hour PM Peak Hour Daily Total
Internal Capture (8% - AM In, 13% - AM Out, 9% - PM In, 6% - PM Out, 7% - Daily)3 Pass-by Reduction (40% - PM Peak Hour & Daily)4
Subtotal
Internal Capture (14% - AM In, 14% - AM Out, 29% - PM In, 41% - PM Out, 35% - Daily)3 Pass-by Reduction (50% - AM Peak Hour, 55% - PM Peak Hour & Daily)4 Subtotal
Vallarta Shopping Center
SONNY BONO MEMORIAL FWY
14480
SONNY BONO MEMORIAL FWY
14480
SONNY BONO MEMORIAL FWY
0 VARNER RD
454
VARNER RD
60 SONNY BONO MEMORIAL FWY
8615
SONNY BONO MEMORIAL FWY
0 --
7--
48 --13--51
-- 113-- 85
N GENE AUTRY TRL
1418
N GENE AUTRY TRL
3326
N GENE A
UTRY T
RL
1420
N GENE A
UTRY T
RL
3325
SONNY BONO MEMORIAL FWY
15316
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FW
Y
15316
SONNY BONO MEMORIAL FW
Y
0 --10
--57
--
0 --
3 SONNY BONO MEMORIAL FWY
8908
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FW
Y
8908
SONNY BONO MEMORIAL FWY
0 --
103
--
45 --
0--
4 RAMON RD
3082
RAMON RD
2835
--
0--
4 -- 13
-- 149
--203--332
--98--143
--
37 --
19 --
0--
2 --
0--
3 --
0--
2 N GENE AUTRY TRL
2483
N GENE AUTRY TRL
1435
N GENE AUTRY TRL
2384
N GENE AUTRY TRL
1649
--7--11
--
88 --
44 S GENE AUTRY TRL
1042
S GENE AUTRY TRL
1583
--0
--0
-- 61
-- 142
--
0--
3 -- 455-- 630
--0--3
--25--54
DINAH SHORE DR
720
DINAH SHORE DR
448
--
8--
31 --9
--28
AVEIDA QUINTANA
72AVEIDA QUINTANA
78 --
226
--
375
VISTA CHINO
2216
VISTA CHINO
2061
--
139
--
401
--
24--
381
--
24--
28 -- 3-- 17
--102
--0
MC CALLUM WAY
264
MC CALLUM WAY
146
--
0--
3 DINAH SHORE DR
738
DINAH SHORE DR
822
--
340
--
617
DINAH SHORE DR
737
DINAH SHORE DR
755
DINAH SHORE DR
737
DINAH SHORE DR
755
VISTA CHINO
1852
VISTA CHINO
2156
CATHEDRAL CANYON DR
2984
CATHEDRAL CANYON DR
2671
CATHEDRAL CANYON DR
934
CATHEDRAL CANYON DR
2392
DATE PALM
DR
2194
DATE PALM
DR
2914
DA V
ALL DR
615
DA V
ALL DR
734
DA V
ALL DR
450
DA V
ALL DR
634
MC CALLUM WAY
391
MC CALLUM WAY
576
LANDAU BLVD
819
LANDAU BLVD
818
LANDAU BLVD
1014
LANDAU BLVD
1067
VARNER RD
413
VARNER RD
88 VARNER RD
413
VARNER RD
96 LANDAU BLVD
1046
LANDAU BLVD
1815
RAMON RD
3085
RAMON RD
2656 RAMON RD
3214
RAMON RD
2854
--
155--
77 30TH AVE
356
30TH AVE
255
SONNY BONO MEMORIAL FWY
15316
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FWY
15316
SONNY BONO MEMORIAL FWY
0 VISTA CHINO
2449
VISTA CHINO
1951
SONNY BONO MEMORIAL FWY
7140
SONNY BONO MEMORIAL FWY
0 VARNER RD
420
VARNER RD
75 SONNY BONO MEMORIAL FWY
8908SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FWY
8908
SONNY BONO MEMORIAL FWY
0 -- 176
--
52 --0--2
-- 0-- 2
-- 294
-- 81
RAMON RD
3079
RAMON RD
2734
--0--0
SONNY BONO MEMORIAL FWY
12476
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FWY
8069
SONNY BONO MEMORIAL FWY
0 --99
--29
--0--1
VARNER RD
406VA
RNER RD
1594
VARNER RD
414
VARNER RD
84 --
133
--
84 --160
--62
--3
--56
SONNY BONO MEMORIAL FWY
13268
SONNY BONO MEMORIAL FWY
0 E VISTA CHINO
3152
E VISTA CHINO
3988
30TH AVE
520
30TH AVE
426
VERONA RD
112
VERONA RD
134
--
415
--
261
E MESQUITE AVE
697
E MESQUITE AVE
1136
E MESQU
ITE AVE
733
E MESQU
ITE AVE
1157
-- 0
-- 3
-- 585
-- 375
--920
--256
-- 115-- 89
--
468
--
295
--
425
--
236
-- 0-- 3
--
511
--
180
--
332
--
185
--
0 --
4 --
76 --
164
--0
--0
--478
--207
--
0 --
3 --12--29
--
0 --
3 --0--1
--
162
--
158
EL CIELO RD
223
EL CIELO RD
73 --
6--
28 VISTA CHINO
1964
VISTA CHINO
2583
VISTA CHINO
1992
VISTA CHINO
2654
DINAH SHORE DR
899
DINAH SHORE DR
476 DINAH SHORE DR
994
DINAH SHORE DR
747
E BARISTO RD
500
E BARISTO RD
202
E BARISTO RD
435
E BARISTO RD
193
--
189--
177
RAMON RD
3729
RAMON RD
3739
--
171
--
269
--522
--367
DINAH SHORE DR
729
DINAH SHORE DR
624
DINAH SHORE DR
720
DINAH SHORE DR
448
--105
--209
-- 180
-- 210
--
59 --
71 --
839
--
0 --
363--
233
DATE PALM
DR
383
DATE PALM DR
1176
DATE PALM
DR
388
DATE PALM
DR
1175
--
293
--
152
--14--64
RAMON RD
1051
RAMON RD
752
--
621
--
316
--0 --0
DA VALL DR
586
DA VALL DR
790
--746
--265
-- 187
-- 84
--
202--
522
--356
--277
--
56 --
132
--
118
--
98 DATE PALM
DR
2260
DATE PALM
DR
2880
DINAH SHORE DR
899
DINAH SHORE DR
476
--
0 --
3 CROSSLEY RD
427
CROSSLEY RD
470
CROSSLEY RD
398
CROSSLEY RD
299
--210
--253
-- 987-- 1214
--
512
--
283
--
464--
345
VARNER RD
418
VARNER RD
78 --
72 --
71 --578
--563
--262
--141
E RAMON RD
2524
E RAMON RD
3835
-- 0-- 3
VERONA RD
190
VERONA RD
205
VERONA RD
0 VERONA RD
0 RAMON RD
3401
RAMON RD
3724
--886
--325
--
0--
3 --103
--214
-- 426-- 301
N GENE AUTRY
TR
L
3165
N GENE AUTRY
TR
L
1402
N GENE AUTRY TRL
2545
N GENE AUTRY TRL
1409
--
0--
3 -- 6-- 3
E MESQUITE AVE
423
E MESQUITE AVE
382
--
1969
--
901
30TH AVE
305
30TH AVE
833
--
178--
79 --
119
--
433
RAMON RD
2891
RAMON RD
4463 RAMON RD
2891
RAMON RD
4464
--153
--266
E MESQUITE AVE
702
E MESQUITE AVE
1221 E MESQUITE AVE
583
E MESQUITE AVE
1326
S E
L CIE
LO R
D
155
CROSSLEY RD
434
CROSSLEY RD
1095
CROSSLEY RD
421
CROSSLEY RD
767
PLUM
LEY RD
0PLUM
LEY RD
0 --
1892--
1188
-- 664
-- 250
AVENID
A M
ARAVILLA
34AVENID
A M
ARAVILLA
107
--
47--
21 30TH AVE
509
30TH AVE
476
LANDAU BLVD
134
LANDAU BLVD
112
LANDAU BLVD
639
LANDAU BLVD
1097
RAMON RD
2986
RAMON RD
3791
--877
--395
VARNER RD
416
VARNER RD
81 DA VALL DR
255
DA VALL DR
356
DA VALL DR
453
DA VALL DR
421
PALM
SPRINGS AIRPORT ACCESS RD
0PALM
SPRINGS AIRPORT ACCESS RD
0 -- 327
-- 190
--58
--237
--
412
--
179
BOB HOPE DR
1882
BOB HOPE DR
3706
DATE PALM
DR
2066
DATE PALM
DR
3032
--258
--248
MC CALLUM WAY
795
MC CALLUM WAY
713
-- 0-- 0
--
371--
427
--
90 --
257
DATE PALM
DR
650
DATE PALM
DR
1307
DATE PALM
DR
1060
DATE PALM
D
R
1886
DATE PALM
DR
2107
DATE PALM
DR
3210
-- 34-- 20
DATE PALM
DR
3957
DATE PALM
DR
4179
-- 106-- 307
RAMON RD
2952
RAMON RD
2684
RAMON RD
3248
RAMON RD
2935
--
0 --
2 --
149--
107
--
36 --
19 --0--3
--
16--
362
30TH AVE
491
30TH AVE
385
--
101
--
283
--
1474--
0 VISTA CHINO
1992
VISTA CHINO
2654
VISTA CHINO
1695
VISTA CHINO
2486
DATE PALM
DR
637
DATE PALM
DR
1477
DATE PALM
DR
650
DATE PALM
DR
1307
SONNY BONO MEMORIAL FWY
0 RAMON RD
3747
RAMON RD
3742
--1768
--0
E MESQUITE AVE733
E MESQUITE AVE1157
--
0 --
0 --
40--
191
SONNY BONO MEMORIAL FWY
12476
DINAH SHORE DR
733
DINAH SHORE DR
1157 DINAH SHORE DR
733
DINAH SHORE DR
1055
EL CIELO RD
239
EL CIELO RD
200
SONNY BONO MEMORIAL FWY
15316
SONNY BONO MEMORIAL FWY
0 AVENID
A M
ARAVILLA
550
AVENID
A M
ARAVILLA
207
--
0 --
3 DATE PALM
DR
1603
DATE PALM
DR
2609
--
0 --
3 DINAH SHORE DR
0 DINAH SHORE DR
0 --
44--
539
SAN LUIS REY DR
0 SAN LUIS REY DR
0 SAN LUIS
REY D
R
549SAN LUIS
REY DR
360
--0
--2
DA VALL DR
761
DA VALL DR
822
VISTA CHINO
1924
VISTA CHINO
2234
E MESQUITE AVE
15E MESQUITE AVE
45 E MESQUITE AVE
15 E MESQUITE AVE
45 --
0 --
3 --
99 --
253
--
0 --
4 E MESQUITE AVE
15 E MESQUITE AVE
45 --2004
--0
E MESQUITE AVE
423
E MESQUITE AVE
382
N GENE AU
TRY TRL
1409
N GENE AU
TRY TRL
2545
N GENE AUTRY TRL
1435
N GENE AUTRY TRL
2483
SAN LUIS REY DR
295
SAN LUIS REY DR
468
SAN LUIS REY DR
0 SAN LUIS REY DR
0 N GENE AUTRY TRL
1609
N GENE AUTRY TRL
2517
MC CALLUM WAY
552
MC CALLUM WAY
377
N GENE AUTRY TRL
1573
N GENE AUTRY TRL
2395
--2840
--
0 MC CALLUM WAY
795
MC CALLUM WAY
713
DATE PALM
DR
1251
DATE PALM
DR
2011
30TH AVE
927
30TH AVE
407
30TH AVE
937
30TH AVE
618
--
14 --
7 --
36--
122
DATE PALM
DR
2289
DATE PALM
DR
3372
DATE PALM
DR
2184
DATE PALM
DR
3169
DATE PALM
DR
637
DATE PALM
DR
1477
-- 0-- 3
--
2 --
10 E RAMON RD
1810
E RAMON RD
3137
E RAMON RD
2105
E RAMON RD
3659
LANDAU BLVD
1049
LANDAU BLVD
1631
LANDAU BLVD
1049
LANDAU BLVD
1631
--1768
--0
MC CALLUM WAY
519
MC CALLUM WAY
762
MC CALLUM WAY
435
MC CALLUM WAY
488
--
15 --
36 -- 0
-- 3
--0--0
--175
--403
PALM SPRINGS AIRPORT ACCESS RD
272
--
261
--
889
RAMON RD
2337
RAMON RD
3210
RAMON RD
2249
RAMON RD
3350
S GENE AUTRY TRL
1531
S GENE AUTRY TRL
1914
S GENE A
UTRY TRL
1329
S GENE AUTRY TRL
1392
S GENE AUTRY TRL
1329
S GENE AUTRY TRL
1392
S G
ENE A
UTRY TRL
1329
S G
ENE A
UTRY TRL
13 92
E RAMON RD
1810
E RAMON RD
3137
E RAMON RD
1773
E RAMON RD
3098
E RAMON RD
1773
E RAMON RD
3098
E RAMON RD
1773
E RAMON RD
3098
AVENID
A M
ARAVIL
LA
205
AVENID
A M
ARAVIL
LA
236
AVENID
A M
ARAVILLA
205
AVENID
A M
ARAVILLA
236
E BARISTO RD
535
E BARISTO RD
0 RAMON RD
2798
RAMON RD
3709
-- 67-- 68
RAMON RD
2798
RAMON RD
3709
N GENE AUTRY TRL
1420
N GENE AUTRY TRL
3325
N GENE A
UTRY TRL
1460
N GENE AUTRY TRL
3440
LANDAU B
LV
D
111
6 LANDAU B
LV
D
1642
LANDAU BLVD
1116
LANDAU BLVD
1642
DATE PALM
DR
394
DATE PALM
DR
1175
PALM
SPRINGS AIRPORT ACCESS RD
143
PALM
SPRINGS AIRPORT ACCESS RD
0 DATE PALM
DR
1798
DATE PALM
DR
2585
--2048
--0
--2048
--0
--28--12
--
91 --
206
SONNY BONO MEMORIAL FWY
8908
SONNY BONO MEMORIAL FWY
8908
AVENIDA M
ARAVILLA
550
AVENIDA M
ARAVILLA
207
30TH AVE
506
30TH AVE
419
--
44--
109
DA VALL DR
575
DA VALL DR
660
DA VALL DR
539
DA VALL DR
724
PALM SPRINGS AIRPORT ACCESS RD34
PALM SPRINGS AIRPORT ACCESS RD0
AVENIDA M
ARAVILLA
289
AVENIDA M
ARAVILLA
179
AVENID
A M
ARAVILLA
205
AVENID
A M
ARAVILLA
236
34TH AVE
0 34TH AVE
034TH AVE
90 34TH AVE
189
MC CALLUM WAY
344
MC CALLUM WAY
272
RAMON RD
2952
RAMON RD
2684
E MESQUITE AVE
15 E MESQUITE AVE
45 E MESQUITE AVE
15E MESQUITE AVE
45 MC CALLUM WAY
344
MC CALLUM WAY
272
--
253--
99 --
978
--
0 34TH AVE
91 34TH AVE
192
34TH AVE
90 34TH AVE
189
--4 --1
--
1768--
0 DATE PALM
DR
1649
DATE PALM
DR
2501
DATE PALM
DR
2085
DATE PALM
DR
2912
--0
--2840
--0
--
2004
--0
-- 45-- 113
DATE PALM
DR
421
DATE PALM
DR
1185
--273--112
BOB HOPE DR
985
BOB HOPE DR
2758
BOB HOPE DR
986BOB HOPE DR
2757
E BARISTO RD
193E BARISTO RD
435
--2004 --0
--2004
--0
--2048
--0
--2048
--0
--
105
--
259
DATE PALM
DR
1723
DATE PALM
DR
2781
E BARISTO RD
430
E BARISTO RD
0 DATE PALM
DR
2004
DATE PALM
DR
2676
DATE PALM
DR
1723
DATE PALM
DR
2781
RAMON RD
3111
RAMON RD
2779
RAMON RD
3108
RAMON RD
2780
--
1474--
0 --
1474--
0 VARNER RD
455
VARNER RD
60 --
839 --
839
RIVCOM 4.01 - 2018 AM
peak period volumes (Wren Resi + Date Palm + Vallarata) 0 .05 .1 .15
Miles
HCMType
CC (6866)
Collector (8161)
Freeway (8427)
HOV (893)
Local (3067)
MinArterial (12488)
PrArterial (8422)
SONNY BONO MEMORIAL FWY
17634
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FWY
14891
--14--55
VARNER RD
1534
VARNER RD
182
--
17--
90 VISTA CHINO
178VISTA CHINO
292
VALLEY CENTER BLVD
8 VALLEY CENTER BLVD
22 Los Alom
os Rd
0 Los Alom
os Rd
0 --
0 --
50 SONNY BONO MEMORIAL FWY
18517
SONNY BONO MEMORIAL FWY
0 N G
ENE AUTRY T
RL
1525
N G
ENE AUTRY T
RL
3499
SONNY BONO MEMORIAL FWY
14743
SONNY BONO MEMORIAL FWY
0 VALLEY CENTER BLVD
0 VALLEY CENTER BLVD
0 --
2 --
11 --28
--67
DINAH SHORE DR
1369
DINAH SHORE DR
1965
N GENE AUTRY TRL
1524
N GENE AUTRY TRL
3501
--
131
--
55 SONNY BONO MEMORIAL FWY
17248
SONNY BONO MEMORIAL FWY
0 --
1--
7 RAMON RD
3528
RAMON RD
3856
--
28--
14 --58
--208
--5
--12
SONNY BONO MEMORIAL FWY
14219SONNY BONO MEMORIAL FWY
0 --199--212
N GENE AUTRY TRL
3192
N GENE AUTRY TRL
1857
--
412
--
240
--
0--
1 VALLEY CENTER BLVD
0 VALLEY CENTER BLVD
0 --
130
--
471
--12--11
--
241
--
120
E VISTA CHINO
3762
E VISTA CHINO
4678
--68--98
--0
--0
-- 62
-- 154
S GENE AUTRY TRL
1125
S GENE AUTRY TRL
1812
SONNY BONO MEMORIAL FWY
15090
SONNY BONO MEMORIAL FWY
0 --2--5
--
0--
0 SONNY BONO MEMORIAL FWY
18162
SONNY BONO MEMORIAL FWY
0 --
253
--
402
SONNY BONO MEMORIAL FW
Y
14618
SONNY BONO MEMORIAL FWY
0 AVEIDA QUINTANA
111AVEIDA QUINTANA
224
VISTA CHINO
2328
VISTA CHINO
2663
--12
--39
--
93--
498
-- 90
-- 149
-- 231
-- 64
-- 466-- 728
--
2--
7 DA VALL DR
1106
DA VALL DR
1329
--
30--
33 N GENE AU
TRY TRL
3056
N GENE AUTRY TRL
2121
-- 4-- 22
DINAH SHORE DR
1344
DINAH SHORE DR
1457
MC CALLUM WAY
528
MC CALLUM WAY
690
MC CALLUM WAY
188
MC CALLUM WAY
159
DINAH SHORE DR
1096
DINAH SHORE DR
1246
DINAH SHORE DR
1096
DINAH SHORE DR
1246
VISTA CHINO
2167
VISTA CHINO
2727
VARNER RD
1096
VARNER RD
214
CATHEDRAL CANYON DR
1064
CATHEDRAL CANYON DR
2421
CATHEDRAL CANYON DR
2593
CATHEDRAL CANYON DR
2276
--
683
--
909
LANDAU BLVD
1381
LANDAU BLVD
1828
RAMON RD
3410
RAMON RD
3499
LANDAU BLVD
1328
LANDAU BLVD
1897
LANDAU BLVD
1179
LANDAU BLVD
2445
DATE PALM
DR
2198
DATE PALM
DR
3205
VARNER RD
1090
VARNER RD
176
30TH AVE
671
30TH AVE
151
DA VALL DR
892
DA VALL DR
1243
--
169--
9 --
0--
4 RAMON RD
3551
RAMON RD
3784
VISTA CHINO
2523
VISTA CHINO
2597
VARNER RD
1104
VARNER RD
160
SONNY BONO MEMORIAL FWY
12667
SONNY BONO MEMORIAL FWY
0 --5--29
RAMON RD
3482
RAMON RD
3619
-- 1-- 6
--0--0
DATE PALM
DR
1778
DATE PALM
D
R
2841
--
613
--
121
SONNY BONO MEMORIAL FWY
15520
SONNY BONO MEMORIAL FWY
0 -- 263
-- 109
SONNY BONO MEMORIAL FWY
13531
SONNY BONO MEMORIAL FWY
0 --
9--
40 --105
--40
--17--20
DINAH SHORE DR
1284
DINAH SHORE DR
1259
SONNY BONO MEMORIAL FWY
17525
SONNY BONO MEMORIAL FWY
0 VARNER RD
1092
VARNER RD
170
--
203
--
112
VARNER RD
779VA
RNER RD
3075
--
601
--
415
--9
--66
SONNY BONO MEMORIAL FWY
16055
SONNY BONO MEMORIAL FWY
0 DINAH SHORE DR
1534
DINAH SHORE DR
1279
30TH AVE
743
30TH AVE
324
VERONA RD
759
VERONA RD
448
-- 724
-- 526
SONNY BONO MEMORIAL FWY
18517
SONNY BONO MEMORIAL FWY
0 --
327
--
150
SONNY BONO MEMORIAL FWY
14743
-- 198-- 147
--
827
--
450
SONNY BONO MEMORIAL FWY
16633
SONNY BONO MEMORIAL FWY
0 -- 1
-- 4
-- 1-- 4
--
577
--
228
E BARISTO RD
1107
E BARISTO RD
1244
--
387
--
218
--483
--433
DINAH SHORE DR
1306
DINAH SHORE DR
1734
--
286
--
124
--
212
--
258
VERONA RD
0 VERONA RD
0 --0
--0
VISTA CHINO
2314
VISTA CHINO
3313
--549
--343
--
61 --
20 --
1 --
5 --13--33
--96--92
EL CIELO RD
498
--
171
--
142
DA VALL DR
1491
DA VALL DR
1265
SONNY BONO MEMORIAL FWY
13994SONNY BONO MEMORIAL FWY
0 --
15 --
62 EL CIELO RD
293
DINAH SHORE DR
1219
DINAH SHORE DR
1342
LANDAU BLVD
1521
LANDAU BLVD
1248
VISTA CHINO
2242
VISTA CHINO
3194
CROSSLEY RD
527
CROSSLEY RD
649
RAMON RD
3344
RAMON RD
3698
RAMON RD
3320
RAMON RD
5787
--467
--445
--
384--
316
--
202
--
328
--
0--
0 DATE PALM DR
617
DATE PALM DR
1559
--
441
--
474
--
490--
293
E MESQUITE AVE
688E MESQUITE AVE
396
--
1212
--
0 --103
--200
--207
--100
DATE PALM
DR
2160
DATE PALM
DR
2880
E MESQUITE AVE
688
E MESQUITE AVE
396
--
275
--
137
SONNY BONO MEMORIAL FWY
17525
SONNY BONO MEMORIAL FW
Y
0 DINAH SHORE DR
1284
DINAH SHORE DR
1259
RAMON RD
1975
RAMON RD
1251
VARNER RD
1155
VARNER RD
164
--
59 --
296
E BARISTO RD
1114
E BARISTO RD
1202
--
638
--
371
--96--727
--0 --0
DA VALL DR
1035
DA VALL DR
1306
-- 174-- 85
--535
--194
-- 729
-- 476
DATE PALM
DR
2297
DATE PALM
DR
3098
E RAMON RD
1843
E RAMON RD
3237
--
199
--
198
LANDAU BLVD
1261
LANDAU BLVD
2351
RAMON RD
3607
RAMON RD
3824
--
580
--
312
DA VALL DR
116
DA VALL DR
477
N GENE AUTRY
TR
L
3912
N GENE AUTRY
TR
L
1826
--
0 --
0 --
271--
423
--
65 --
61 --
2176
--
1202
--
3 --
9 --689
--689
--
7--
30 --
306--
135
--194
--272
E RAMON RD
2928
E RAMON RD
4458
--
2303
--
1142
RAMON RD
3932
RAMON RD
4602
--954
--361
-- 3-- 9
-- 440-- 349
DINAH SHORE DR
1459
DINAH SHORE DR
942
--
174--
118
E MESQUITE AVE
1336
E MESQUITE AVE
858
--172
--313
30TH AVE
335
30TH AVE
856
LANDAU BLVD
1106
LANDAU BLVD
1194
PALM
SPRINGS AIRPORT ACCESS RD
1350
PALM
SPRINGS AIRPORT ACCESS RD
0 --
175
--
133
--30 --30
CROSSLEY RD
561
CROSSLEY RD
1380
--621
--162
VARNER RD
1099
VARNER RD
163
--
193--
98 --
257
--
775
E MESQUITE AVE
1298
E MESQUITE AVE
1912
S GENE AUTRY TRL
1328
S GENE AUTRY TRL
2271
N GENE AUTRY TRL
3243
N GENE AUTRY TRL
1862
E MESQUITE AVE
1130
E MESQUITE AVE
1884
S E
L CIE
LO R
D
788
-- 54-- 143
PLUM
LEY RD
0PLUM
LEY RD
0 S GENE AUTRY TRL
1259
S GENE AUTRY TRL
1810
-- 731
-- 327
AVENID
A M
ARAVILLA
2AVENID
A M
ARAVILLA
96 --
125
--0
--1040
--1285
30TH AVE
506
30TH AVE
433
CROSSLEY RD
760
CROSSLEY RD
1041
--
253--
645
E RAMON RD
1647
E RAMON RD
2796
E RAMON RD
1652
E RAMON RD
2807
DA VALL DR
953
DA VALL DR
1099
AVENID
A M
ARAVILLA
162
AVENID
A M
ARAVILLA
221
--
1473--
960
--978
--447
-- 593
-- 560
RAMON RD
3255
RAMON RD
4878
N GENE A
UTRY TRL
1582
N GENE AUTRY TRL
3632
DINAH SHORE DR
1459
DINAH SHORE DR
942
VISTA CHINO
2314
VISTA CHINO
3313
VARNER RD
1094
VARNER RD
165
--88
--412
LANDAU BLVD
1316
LANDAU BLVD
2300
DA VALL DR
986
DA VALL DR
1280
--
389
--
157
SONNY BONO MEMORIAL FWY
14891
BOB HOPE DR
1540
BOB HOPE DR
4815
--53 --27
--
40 --
255
--16--75
DATE PALM
DR
2100
DATE PALM
DR
3280
DATE PALM
DR
669
DATE PALM
DR
1698
--409
--351
--2462
--0
MC CALLUM WAY
1153
MC CALLUM WAY
908
--
416--
521
--125--0
LANDAU BLVD
1040
LANDAU BLVD
1712
-- 0-- 0
SONNY BONO MEMORIAL FWY
14743SONNY BONO MEMORIAL FWY
0 -- 112-- 332
EL CIELO RD
686
DATE PALM
DR
2940
DATE PALM
DR
3646
DATE PALM
DR
3874
DATE PALM
DR
5068
--
637
--
0 --637
--0
--
82--
461
CROSSLEY RD
432
CROSSLEY RD
382
--
139--
109
MC CALLUM WAY
817
MC CALLUM WAY
715
--225
--0
--2--6
30TH AVE
517
30TH AVE
350
--
1 --
0 E MESQUITE AVE
688
E MESQUITE AVE
396
--1001
--0
--
1552--
0 --
992
--
0 34TH AVE
107
34TH AVE
222
--0
DA VALL D
R
967
DA VALL D
R
1290
--
28 --
78 SONNY BONO MEMORIAL FWY
0 SAN LUIS REY DR
0 SAN LUIS REY DR
0 --0
--0
RAMON RD
3434
RAMON RD
3788
RAMON RD
3315
RAMON RD
5758
--
0--
0 --2423
--0
DINAH SHORE DR1369
DINAH SHORE DR1965
SONNY BONO MEMORIAL FWY
16633
SONNY BONO MEMORIAL FWY
14618
--
0 --
0 VISTA CHINO
292
VISTA CHINO
178
--
138--
358
--
24 --
18 SONNY BONO MEMORIAL FWY
15520
VISTA CHINO
2158
VISTA CHINO
3171
RAMON RD
3257
RAMON RD
3844
VERONA RD
983
VERONA RD
559
--
471 --
0 SONNY BONO MEMORIAL FWY
18517
AVENID
A M
ARAVILLA
531
AVENID
A M
ARAVILLA
220
--0
--1
DA VALL DR
116
DA VALL DR
477
LANDAU BLVD
906LANDAU BLVD
247
--2643
--0
DA
VALL DR
1314
DA
VALL DR
973
--
616
--
0 LANDAU BLVD
8 LANDAU BLVD
22 SAN LUIS REY DR
0 SAN LUIS REY DR
0 DATE PALM
DR
2147
DATE PALM
DR
3041
--
2 --
6 N GENE AUTRY TRL
2047
N GENE AUTRY TRL
3168
N GENE AUTRY TRL
1862
N GENE AUTRY TRL
3243
--
2 --
6 MC CALLUM WAY
1153
MC CALLUM WAY
908
SAN LUIS REY DR
678
SAN LUIS REY DR
506
VISTA CHINO
2279
VISTA CHINO
2951
--
0 --
4 RAMON RD
3495
RAMON RD
4696
--
94 --
256
--1729
--0
--2643
--
0 DATE PALM
DR
2264
DATE PALM
DR
3365
30TH AVE
997
30TH AVE
426
30TH AVE
1025
30TH AVE
675
--
166
--
71 --1001
--0
--
57 --
6 --
48--
175
DATE PALM DR
3154
DATE PALM DR
4138
N GENE AUTRY TRL
1857
N GENE AUTRY TRL
3192
MC CALLUM WAY
745
MC CALLUM WAY
1026
N GENE AUTRY TRL
1999
N GENE AUTRY TRL
2993
MC CALLUM WAY
1018
MC CALLUM WAY
817
--0
--0
DATE PALM
DR
2121
DATE PALM
DR
3061
DATE PALM
DR
3022
DATE PALM
DR
3881
--2423
--0
DATE PALM
DR
867
DATE PALM
DR
2100
--2--6
--0--0
MC CALLUM WAY
805
MC CALLUM WAY
709
BOB HOPE DR
1348
BOB HOPE DR
3570
RAMON RD
2576
RAMON RD
4372
--
2 --
6 --
20 --
46 RAMON RD
2648
RAMON RD
4128
--192
--508
--
76 --
86 E BARISTO RD
1164
E BARISTO RD
0 DATE P
ALM
D
R
2341
DATE P
ALM
D
R
3014
EL CIELO RD
718
DA VALL DR
1046
DA VALL DR
1222
--0--0
PALM
SPRINGS AIRPORT ACCESS RD
807
PALM
SPRINGS AIRPORT ACCESS RD
0 34TH AVE
0 34TH AVE
0 --
281
--
985
--
992
--
0 --
79 --
210
DATE PALM
DR
2121
DATE PALM
DR
3061
--33--15
LANDAU BLVD
1521
LANDAU BLVD
1248
DINAH SHORE DR
1284
DINAH SHORE DR
1259
--
52--
111
AVENIDA M
ARAVILLA
531
AVENIDA M
ARAVILLA
220
30TH AVE
686
30TH AVE
318
AVENIDA M
ARAVILLA
162
AVENIDA M
ARAVILLA
221
--1729
--0
--2462
--0
PALM SPRINGS AIRPORT ACCESS RD98
PALM SPRINGS AIRPORT ACCESS RD0
AVENIDA M
ARAVILLA
272
AVENIDA M
ARAVILLA
194
RAMON RD
3257
RAMON RD
3844
--
471--
0 DA VALL D
R
116
DA VALL D
R
477
--
256--
94 DA VALL DR
1009
DA VALL DR
1279
--
291
--
0 34TH AVE
90 34TH AVE
180
--3 --1
--
2423--
0 --
897
--0
SAN LUIS REY DR
415
SAN LUIS REY DR
601
--897
--0
RAMON RD
3495
RAMON RD
4696
DATE PALM
DR
2153
DATE PALM
DR
2936
DATE PALM
DR
2423
DATE PALM
DR
3143
--
1729
--0
--276--114
RAMON RD
3551
RAMON RD
3784
--
1552--
0 DA VALL DR
577
DA VALL DR
591
--225
--0
-- 53-- 114
VARNER RD
1549
VARNER RD
195
--
616
--
0 DATE PALM
DR
936
DATE PALM
DR
2174
E BARISTO RD
1244
E BARISTO RD
1107
DATE PALM
DR
668
DATE PALM
DR
1684
--
1212
BOB HOPE DR
1348
BOB HOPE DR
3570
--
108
--
219
DATE PALM
DR
2065
DATE PALM
DR
4173
DA VALL DR
577
DA VALL DR
591
E BARISTO RD
473
E BARISTO RD
0 DATE PALM
DR
2551
DATE PALM
DR
3093
DATE PALM
DR
2065
DATE PALM
DR
4173
PALM SPRINGS AIRPORT ACCESS RD
0 BOB HOPE DR
1358
BOB HOPE DR
3530
LANDAU BLVD
1156
LANDAU BLVD
1194
RIVCOM 4.01 - 2045 AM
peak period volumes (Wren Resi + Date Palm + Vallarata) 0 .05 .1 .15
Miles
HCMType
CC (6866)
Collector (8161)
Freeway (8427)
HOV (893)
Local (3067)
MinArterial (12488)
PrArterial (8422)
AM Peak Hour Growth
Intersection Approach RIVCOM
2018
RIVCOM
2045
RIVCOM
2018 to
RIVCOM
2045
Annual
Growth
Rate
Adjusted
2023 + 3
Projects
Adjusted
2045 Plus
Project
E 153 163 0.24% 607 638
S 4383 5355 0.82% 1695 1987
W 352 350 0.19% 438 455
N 4212 5188 0.86% 1914 2259
2 59% 41%
1133 1,914 781
↓ ↑
79 897 157
↙ ↓ ↘ ↖ 205
58% 256 ← ← 79 ← 353 58%
438 56 ↗ 2327 ↙ 69 607
42% 182 → 56 → → 254 42%
70 ↘ ↖ ↑ ↗
98 520 41
↓ ↑
1036 1,695 659
61% 39%
1333 2259 922
↓ ↑
89 1072 172
↙ ↓ ↘ ↖ 227
266 ← ← 75 ← 372
455 63 ↗ 2,669 ↙ 70 638
189 → 53 → → 267
72 ↘ ↖ ↑ ↗
102 631 42
↓ ↑
1214 1987 775
Existing Turning Movements
Existing Peak Hour Counts per intersection leg
Forecasted Peak Hour per intersection leg
Scenario: 2045 Plus Project
N/S Street: Date Palm Drive
E/W Street: Rosemount Road
Legend
Scenario: Adjusted 2023 Plus 3 Projects
N/S Street: Date Palm Drive
E/W Street: Rosemount Road
Intersection #: 2
SONNY BONO MEMORIAL FWY
12113
SONNY BONO MEMORIAL FWY
12113
SONNY BONO MEMORIAL FWY
0 VARNER RD
126
VARNER RD
334
SONNY BONO MEMORIAL FWY
17837
SONNY BONO MEMORIAL FWY
0 --
50--
12 --54--21
-- 148
-- 150
N GENE AUTRY TRL
3920
N GENE AUTRY TRL
2272
N GENE A
UTRY T
RL
3920
N GENE A
UTRY T
RL
2273
SONNY BONO MEMORIAL FWY
12561
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FW
Y
12561
SONNY BONO MEMORIAL FW
Y
0 --17
--29
--
2 --
1 SONNY BONO MEMORIAL FWY
18509
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FW
Y
18509
SONNY BONO MEMORIAL FWY
0 --
73 --
111
--
3--
2 RAMON RD
3528
RAMON RD
3766
--
3--
2 -- 124
-- 29
--383--288
--174
--132
--
29 --
49 --
1--
1 --
2--
1 --
1--
1 N GENE AUTRY TRL
2047
N GENE AUTRY TRL
2873
N GENE AUTRY TRL
2277
N GENE AUTRY TRL
2777
--13--10
--
68 --
98 S GENE AUTRY TRL
1839
S GENE AUTRY TRL
1454
--0
--0
--
156
-- 98
--
3--
1 -- 742-- 590
--2--1
--62--32
DINAH SHORE DR
553
DINAH SHORE DR
738
--
33--
12 --28
--15
AVEIDA QUINTANA
87AVEIDA QUINTANA
82 --
422
--
319
VISTA CHINO
2605
VISTA CHINO
2543
--
466
--
175
--
306--
64 --
42--
112
-- 18-- 5
--0 --0
MC CALLUM WAY
196
MC CALLUM WAY
286
--
2--
1 DINAH SHORE DR
860
DINAH SHORE DR
772
--
681
--
506
DINAH SHORE DR
822
DINAH SHORE DR
800
DINAH SHORE DR
822
DINAH SHORE DR
800
VISTA CHINO
2537
VISTA CHINO
2224
CATHEDRAL CANYON DR
3465
CATHEDRAL CANYON DR
3703
CATHEDRAL CANYON DR
2639
CATHEDRAL CANYON DR
1519
DATE PALM
DR
3519
DATE PALM
DR
2889
DA V
ALL DR
914
DA V
ALL DR
742
DA V
ALL DR
762
DA V
ALL DR
578
MC CALLUM WAY
647
MC CALLUM WAY
535
LANDAU BLVD
1029
LANDAU BLVD
972
LANDAU BLVD
1343
LANDAU BLVD
1234
VARNER RD
142
VARNER RD
302
VARNER RD
147
VARNER RD
304
LANDAU BLVD
2084
LANDAU BLVD
1493
RAMON RD
3406
RAMON RD
3680 RAMON RD
3619
RAMON RD
3918
--
125--
149
30TH AVE
315
30TH AVE
388
SONNY BONO MEMORIAL FWY
12561
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FWY
12561
SONNY BONO MEMORIAL FWY
0 VISTA CHINO
2543
VISTA CHINO
2737
SONNY BONO MEMORIAL FWY
15330
SONNY BONO MEMORIAL FWY
0 VARNER RD
136
VARNER RD
302
SONNY BONO MEMORIAL FWY
18509SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FWY
18509
SONNY BONO MEMORIAL FWY
0 -- 101
-- 179
--1--1
-- 2-- 1
-- 150
-- 25
7 RAMON RD
3491
RAMON RD
3770
--0--0
SONNY BONO MEMORIAL FWY
10091
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FWY
16229
SONNY BONO MEMORIAL FWY
0 --54
--105
--1--0
VARNER RD
1653VA
RNER RD
767
VARNER RD
139
VARNER RD
301
--
121
--155
--108
--172
--35
--7
SONNY BONO MEMORIAL FWY
11267
SONNY BONO MEMORIAL FWY
0 E VISTA CHINO
4886
E VISTA CHINO
4136
30TH AVE
547
30TH AVE
603
VERONA RD
143
VERONA RD
125
--
357
--
480
E MESQUITE AVE
1077
E MESQUITE AVE
816
E MESQU
ITE AVE
1106
E MESQU
ITE AVE
856
-- 2
-- 1
-- 516
-- 656
--434
--951
-- 124-- 142
--
399
--
529
--
362
--
483
-- 2-- 1
--
320
--
547
--
285
--
378
--
3 --
2 --
184
--
107
--0
--0
--332
--520
--
2 --
1 --32--21
--
2 --
1 --1--1
--
211
--
206
EL CIELO RD
162
EL CIELO RD
52 --
28 --
13 VISTA CHINO
2979
VISTA CHINO
2470
VISTA CHINO
3059
VISTA CHINO
2507
DINAH SHORE DR
670
DINAH SHORE DR
934 DINAH SHORE DR
980
DINAH SHORE DR
1093
E BARISTO RD
912
E BARISTO RD
148
E BARISTO RD
874
E BARISTO RD
132
--
215--
227
RAMON RD
4805
RAMON RD
4653
--
321
--
260
--473
--581
DINAH SHORE DR
728
DINAH SHORE DR
847
DINAH SHORE DR
553
DINAH SHORE DR
738
--238
--181
-- 223
-- 201
--
88 --
77 --
2280
--
0 --
328--
420
DATE PALM
DR
1359
DATE PALM DR
682
DATE PALM
DR
1360
DATE PALM
DR
685
--
234
--
331
--65--30
RAMON RD
1412
RAMON RD
293
--
485
--
689
--0 --0
DA VALL DR
892
DA VALL DR
725
--472
--802
-- 133
-- 210
--
586--
351
--351
--401
--
145
--
90 --
130
--
142
DATE PALM
DR
3494
DATE PALM
DR
2931
DINAH SHORE DR
670
DINAH SHORE DR
934
--
2 --
1 CROSSLEY RD
575
CROSSLEY RD
593
CROSSLEY RD
394
CROSSLEY RD
504
--307
--295
-- 1436-- 1216
--
414
--
583
--
470--
559
VARNER RD
136
VARNER RD
302
--
95 --
96 --710
--720
--201
--295
E RAMON RD
4448
E RAMON RD
3276
-- 2-- 1
VERONA RD
225
VERONA RD
212
VERONA RD
0 VERONA RD
0 RAMON RD
4725
RAMON RD
4336
--554
--953
--
2--
1 --242
--157
-- 408-- 477
N GENE AUTRY
TR
L
2149
N GENE AUTRY
TR
L
3598
N GENE AUTRY TRL
2032
N GENE AUTRY TRL
2935
--
2--
1 -- 5-- 11
E MESQUITE AVE
454
E MESQUITE AVE
499
--
1409
--
2270
30TH AVE
911
30TH AVE
521
--
133--
201
--
461
--
276
RAMON RD
5413
RAMON RD
4036 RAMON RD
5414
RAMON RD
4037
--317
--220
E MESQUITE AVE
1197
E MESQUITE AVE
1092 E MESQUITE AVE
1282
E MESQUITE AVE
996
S E
L CIE
LO R
D
114
CROSSLEY RD
1206
CROSSLEY RD
1014
CROSSLEY RD
744
CROSSLEY RD
737
PLUM
LEY RD
0PLUM
LEY RD
0 --
1715--
2211
-- 429
-- 716
AVENID
A M
ARAVILLA
114
AVENID
A M
ARAVILLA
63 --
32--
50 30TH AVE
596
30TH AVE
605
LANDAU BLVD
125
LANDAU BLVD
143
LANDAU BLVD
1221
LANDAU BLVD
914
RAMON RD
4748
RAMON RD
3962
--615
--1012
VARNER RD
138
VARNER RD
301
DA VALL DR
388
DA VALL DR
315
DA VALL DR
496
DA VALL DR
499
PALM
SPRINGS AIRPORT ACCESS RD
0PALM
SPRINGS AIRPORT ACCESS RD
0 -- 291
-- 380
--263
--126
--
278
--
455
BOB HOPE DR
3742
BOB HOPE DR
3602
DATE PALM
DR
3605
DATE PALM
DR
2802
--257
--295
MC CALLUM WAY
892
MC CALLUM WAY
969
-- 0-- 0
--
494--
434
--
282
--
173
DATE PALM
DR
1398
DATE PALM
DR
913
DATE PALM
DR
2081
DATE PALM
D
R
1417
DATE PALM
DR
3769
DATE PALM
DR
2781
-- 29-- 38
DATE PALM
DR
5270
DATE PALM
DR
4834
-- 376-- 205
RAMON RD
3423
RAMON RD
3652
RAMON RD
3741
RAMON RD
4008
--
2 --
1 --
148--
181
--
28 --
39 --2--1
--
283--
43 30TH AVE
507
30TH AVE
567
--
307
--
174
--
2507--
0 VISTA CHINO
3059
VISTA CHINO
2507
VISTA CHINO
2817
VISTA CHINO
2169
DATE PALM
DR
1569
DATE PALM
DR
952
DATE PALM
DR
1398
DATE PALM
DR
913
SONNY BONO MEMORIAL FWY
0 RAMON RD
4798
RAMON RD
4657
--3179
--0
E MESQUITE AVE1106
E MESQUITE AVE856
--
0 --
0 --
196
--
81 SONNY BONO MEMORIAL FWY
10091
DINAH SHORE DR
1106
DINAH SHORE DR
856 DINAH SHORE DR
1106
DINAH SHORE DR
856
EL CIELO RD
194
EL CIELO RD
165
SONNY BONO MEMORIAL FWY
12561
SONNY BONO MEMORIAL FWY
0 AVENID
A M
ARAVILLA
334
AVENID
A M
ARAVILLA
590
--
2 --
1 DATE PALM
DR
3044
DATE PALM
DR
2237
--
2 --
1 DINAH SHORE DR
0 DINAH SHORE DR
0 --
423--
85 SAN LUIS REY DR
0 SAN LUIS REY DR
0 SAN LUIS
REY D
R
487SAN LUIS
REY DR
617
--2
--1
DA VALL DR
987
DA VALL DR
945
VISTA CHINO
2624
VISTA CHINO
2306
E MESQUITE AVE
45E MESQUITE AVE
25 E MESQUITE AVE
45 E MESQUITE AVE
25 --
2 --
1 --
263
--
202
--
3 --
2 E MESQUITE AVE
45 E MESQUITE AVE
25 --2022
--0
E MESQUITE AVE
454
E MESQUITE AVE
499
N GENE AU
TRY TRL
2935
N GENE AU
TRY TRL
2032
N GENE AUTRY TRL
2873
N GENE AUTRY TRL
2047
SAN LUIS REY DR
529
SAN LUIS REY DR
399
SAN LUIS REY DR
0 SAN LUIS REY DR
0 N GENE AUTRY TRL
2893
N GENE AUTRY TRL
2264
MC CALLUM WAY
484
MC CALLUM WAY
638
N GENE AUTRY TRL
2757
N GENE AUTRY TRL
2195
--2469
--
0 MC CALLUM WAY
892
MC CALLUM WAY
969
DATE PALM
DR
2278
DATE PALM
DR
1680
30TH AVE
650
30TH AVE
997
30TH AVE
885
30TH AVE
1062
--
10 --
15 --
137--
69 DATE PALM
DR
3983
DATE PALM
DR
3023
DATE PALM
DR
3749
DATE PALM
DR
2849
DATE PALM
DR
1569
DATE PALM
DR
952
-- 2-- 1
--
2 --
12 E RAMON RD
2956
E RAMON RD
2745
E RAMON RD
3591
E RAMON RD
3160
LANDAU BLVD
1922
LANDAU BLVD
1422
LANDAU BLVD
1922
LANDAU BLVD
1422
--3179
--0
MC CALLUM WAY
870
MC CALLUM WAY
718
MC CALLUM WAY
581
MC CALLUM WAY
550
--
40 --
29 -- 2
-- 1
--0--0
--446
--303
PALM SPRINGS AIRPORT ACCESS RD
196
--
964
--
419
RAMON RD
4022
RAMON RD
2851
RAMON RD
4134
RAMON RD
2819
S GENE AUTRY TRL
2355
S GENE AUTRY TRL
1794
S GENE A
UTRY TRL
1768
S GENE AUTRY TRL
1444
S GENE AUTRY TRL
1768
S GENE AUTRY TRL
1444
S G
ENE A
UTRY TRL
1768
S G
ENE A
UTRY TRL
14 44
E RAMON RD
2956
E RAMON RD
2745
E RAMON RD
2900
E RAMON RD
2710
E RAMON RD
2900
E RAMON RD
2710
E RAMON RD
2900
E RAMON RD
2710
AVENID
A M
ARAVIL
LA
291
AVENID
A M
ARAVIL
LA
274
AVENID
A M
ARAVILLA
291
AVENID
A M
ARAVILLA
274
E BARISTO RD
937
E BARISTO RD
0 RAMON RD
4621
RAMON RD
3436
-- 91-- 70
RAMON RD
4621
RAMON RD
3436
N GENE AUTRY TRL
3920
N GENE AUTRY TRL
2273
N GENE A
UTRY TRL
4037
N GENE AUTRY TRL
2347
LANDAU B
LV
D
1926
LANDAU B
LV
D
1487
LANDAU BLVD
1926
LANDAU BLVD
1487
DATE PALM
DR
1362
DATE PALM
DR
689
PALM
SPRINGS AIRPORT ACCESS RD
206
PALM
SPRINGS AIRPORT ACCESS RD
0 DATE PALM
DR
3099
DATE PALM
DR
2400
--1294
--0
--1294
--0
--20--30
--
235
--
164
SONNY BONO MEMORIAL FWY
18509
SONNY BONO MEMORIAL FWY
18509
AVENIDA M
ARAVILLA
334
AVENIDA M
ARAVILLA
590
30TH AVE
537
30TH AVE
588
--
126--
80 DA VALL DR
761
DA VALL DR
674
DA VALL DR
813
DA VALL DR
659
PALM SPRINGS AIRPORT ACCESS RD22
PALM SPRINGS AIRPORT ACCESS RD0
AVENIDA M
ARAVILLA
261
AVENIDA M
ARAVILLA
340
AVENID
A M
ARAVILLA
291
AVENID
A M
ARAVILLA
274
34TH AVE
0 34TH AVE
034TH AVE
214
34TH AVE
140
MC CALLUM WAY
303
MC CALLUM WAY
400
RAMON RD
3423
RAMON RD
3652
E MESQUITE AVE
45 E MESQUITE AVE
25 E MESQUITE AVE
45E MESQUITE AVE
25 MC CALLUM WAY
303
MC CALLUM WAY
400
--
202--
263
--
1221
--
0 34TH AVE
222
34TH AVE
141
34TH AVE
214
34TH AVE
140
--3 --5
--
3179--
0 DATE PALM
DR
2942
DATE PALM
DR
2252
DATE PALM
DR
3516
DATE PALM
DR
2765
--0
--2469
--0
--
2022
--0
-- 131-- 83
DATE PALM
DR
1379
DATE PALM
DR
718
--179--301
BOB HOPE DR
3084
BOB HOPE DR
1588
BOB HOPE DR
3083
BOB HOPE DR
1587
E BARISTO RD
132E BARISTO RD
874
--2022 --0
--2022
--0
--1294
--0
--1294
--0
--
286
--
169
DATE PALM
DR
3116
DATE PALM
DR
3127
E BARISTO RD
764
E BARISTO RD
0 DATE PALM
DR
3263
DATE PALM
DR
2635
DATE PALM
DR
3116
DATE PALM
DR
3127
RAMON RD
3484
RAMON RD
3782
RAMON RD
3484
RAMON RD
3780
--
2507--
0 --
2507--
0 VARNER RD
126
VARNER RD
335
--
2280
--
2280
RIVCOM 4.01 - 2018 PM peak
period volumes (Wren Resi + Date Palm + Vallarata)
0 .05 .1 .15
Miles
HCMType
CC (6866)
Collector (8161)
Freeway (8427)
HOV (893)
Local (3067)
MinArterial (12488)
PrArterial (8422)
SONNY BONO MEMORIAL FWY
19808
SONNY BONO MEMORIAL FWY
0 SONNY BONO MEMORIAL FWY
21937
--57--22
VARNER RD
309
VARNER RD
1105
--
93--
23 VISTA CHINO
302VISTA CHINO
225
VALLEY CENTER BLVD
23 VALLEY CENTER BLVD
10 Los Alom
os Rd
0 Los Alom
os Rd
0 --
0 --
0 SONNY BONO MEMORIAL FWY
19846
SONNY BONO MEMORIAL FWY
0 N G
ENE AUTRY T
RL
3976
N G
ENE AUTRY T
RL
2428
SONNY BONO MEMORIAL FWY
22265
SONNY BONO MEMORIAL FWY
0 VALLEY CENTER BLVD
0 VALLEY CENTER BLVD
0 --
11 --
4 --33
--36
DINAH SHORE DR
2002
DINAH SHORE DR
1702
N GENE AUTRY TRL
3977
N GENE AUTRY TRL
2428
--
88 --
141
SONNY BONO MEMORIAL FWY
19027
SONNY BONO MEMORIAL FWY
0 --
6--
2 RAMON RD
4618
RAMON RD
4517
--
21--
31 --182
--80
--12--8
SONNY BONO MEMORIAL FWY
21549SONNY BONO MEMORIAL FWY
0 --269--316
N GENE AUTRY TRL
2632
N GENE AUTRY TRL
3551
--
421
--
757
--
1--
0 VALLEY CENTER BLVD
0 VALLEY CENTER BLVD
0 --
525
--
178
--15--15
--
182
--
266
E VISTA CHINO
5781
E VISTA CHINO
4948
--116--83
--0
--0
--
166
-- 100
S GENE AUTRY TRL
1933
S GENE AUTRY TRL
1689
SONNY BONO MEMORIAL FWY
22761
SONNY BONO MEMORIAL FWY
0 --5--3
--
0--
0 SONNY BONO MEMORIAL FWY
19890
SONNY BONO MEMORIAL FWY
0 --
457
--
353
SONNY BONO MEMORIAL FW
Y
21985
SONNY BONO MEMORIAL FWY
0 AVEIDA QUINTANA
236AVEIDA QUINTANA
163
VISTA CHINO
3254
VISTA CHINO
2837
--40
--20
--
420--
149
-- 213
-- 290
-- 100
-- 250
-- 870-- 636
--
7--
4 DA VALL DR
1506
DA VALL DR
1240
--
40--
37 N GENE AU
TRY TRL
2909
N GENE AUTRY TRL
3438
-- 23-- 6
DINAH SHORE DR
1450
DINAH SHORE DR
1452
MC CALLUM WAY
791
MC CALLUM WAY
690
MC CALLUM WAY
141
MC CALLUM WAY
261
DINAH SHORE DR
1163
DINAH SHORE DR
1227
DINAH SHORE DR
1163
DINAH SHORE DR
1227
VISTA CHINO
3255
VISTA CHINO
2713
VARNER RD
298
VARNER RD
930
CATHEDRAL CANYON DR
2697
CATHEDRAL CANYON DR
1639
CATHEDRAL CANYON DR
2944
CATHEDRAL CANYON DR
3190
--
1047
--
854
LANDAU BLVD
1935
LANDAU BLVD
1781
RAMON RD
4436
RAMON RD
4382
LANDAU BLVD
2003
LANDAU BLVD
1783
LANDAU BLVD
2528
LANDAU BLVD
1682
DATE PALM
DR
3703
DATE PALM
DR
3384
VARNER RD
263
VARNER RD
922
30TH AVE
521
30TH AVE
262
DA VALL DR
1394
DA VALL DR
1151
--
13--
15 --
3--
2 RAMON RD
4555
RAMON RD
4522
VISTA CHINO
3174
VISTA CHINO
2973
VARNER RD
254
VARNER RD
930
SONNY BONO MEMORIAL FWY
19229
SONNY BONO MEMORIAL FWY
0 --27--12
RAMON RD
4508
RAMON RD
4273
-- 6-- 3
--0--0
DATE PALM
DR
3170
DATE PALM
D
R
2354
--
211
--
349
SONNY BONO MEMORIAL FWY
16893
SONNY BONO MEMORIAL FWY
0 -- 175
-- 283
SONNY BONO MEMORIAL FWY
19608
SONNY BONO MEMORIAL FWY
0 --
42--
14 --66
--113
--22--19
DINAH SHORE DR
1225
DINAH SHORE DR
1413
SONNY BONO MEMORIAL FWY
19265
SONNY BONO MEMORIAL FWY
0 VARNER RD
259
VARNER RD
921
--
164
--
232
VARNER RD
2884VA
RNER RD
1348
--
550
--
695
--46
--18
SONNY BONO MEMORIAL FWY
18085
SONNY BONO MEMORIAL FWY
0 DINAH SHORE DR
1316
DINAH SHORE DR
1408
30TH AVE
701
30TH AVE
434
VERONA RD
600
VERONA RD
841
-- 683
-- 822
SONNY BONO MEMORIAL FWY
19846
SONNY BONO MEMORIAL FWY
0 --
181
--
220
SONNY BONO MEMORIAL FWY
22265
-- 197-- 236
--
645
--
945
SONNY BONO MEMORIAL FWY
18679
SONNY BONO MEMORIAL FWY
0 -- 4
-- 2
-- 4-- 2
--
383
--
642
E BARISTO RD
2389
E BARISTO RD
729
--
336
--
445
--533
--535
DINAH SHORE DR
1753
DINAH SHORE DR
1603
--
200
--
315
--
309
--
252
VERONA RD
0 VERONA RD
0 --0
--0
VISTA CHINO
3899
VISTA CHINO
3021
--508
--610
--
36 --
64 --
5 --
3 --38--21
--116--120
EL CIELO RD
429
--
190
--
205
DA VALL DR
1851
DA VALL DR
1252
SONNY BONO MEMORIAL FWY
20967SONNY BONO MEMORIAL FWY
0 --
63 --
29 EL CIELO RD
272
DINAH SHORE DR
1290
DINAH SHORE DR
1373
LANDAU BLVD
1342
LANDAU BLVD
1721
VISTA CHINO
3761
VISTA CHINO
2932
CROSSLEY RD
609
CROSSLEY RD
671
RAMON RD
4933
RAMON RD
4276
RAMON RD
6771
RAMON RD
4623
--483
--594
--
421--
389
--
379
--
300
--
0--
0 DATE PALM DR
1798
DATE PALM DR
1062
--
587
--
562
--
416--
562
E MESQUITE AVE
595E MESQUITE AVE
429
--
2657
--
0 --229
--173
--155
--228
DATE PALM
DR
3252
DATE PALM
DR
2803
E MESQUITE AVE
595
E MESQUITE AVE
429
--
194
--
319
SONNY BONO MEMORIAL FWY
19265
SONNY BONO MEMORIAL FW
Y
0 DINAH SHORE DR
1225
DINAH SHORE DR
1413
RAMON RD
2622
RAMON RD
1116
VARNER RD
262
VARNER RD
989
--
301
--
117
E BARISTO RD
2356
E BARISTO RD
696
--
539
--
727
--589--160
--0 --0
DA VALL DR
1626
DA VALL DR
1179
-- 133-- 206
--356
--571
-- 621
-- 799
DATE PALM
DR
3607
DATE PALM
DR
3472
E RAMON RD
3005
E RAMON RD
2834
--
247
--
245
LANDAU BLVD
2446
LANDAU BLVD
1818
RAMON RD
4766
RAMON RD
4476
--
455
--
656
DA VALL DR
235
DA VALL DR
165
N GENE AUTRY
TR
L
2733
N GENE AUTRY
TR
L
4320
--
0 --
0 --
583--
343
--
84 --
87 --
1650
--
2445
--
9 --
5 --855
--867
--
30--
10 --
206--
343
--328
--284
E RAMON RD
5384
E RAMON RD
3553
--
1717
--
2575
RAMON RD
5700
RAMON RD
4797
--608
--1030
-- 9-- 5
-- 465-- 554
DINAH SHORE DR
916
DINAH SHORE DR
1242
--
164--
207
E MESQUITE AVE
1151
E MESQUITE AVE
1167
--533
--296
30TH AVE
961
30TH AVE
554
LANDAU BLVD
1207
LANDAU BLVD
1345
PALM
SPRINGS AIRPORT ACCESS RD
780
PALM
SPRINGS AIRPORT ACCESS RD
0 --
174
--
209
--36 --37
CROSSLEY RD
1613
CROSSLEY RD
970
--226
--701
VARNER RD
254
VARNER RD
926
--
153--
219
--
842
--
486
E MESQUITE AVE
2042
E MESQUITE AVE
1647
S GENE AUTRY TRL
2479
S GENE AUTRY TRL
2327
N GENE AUTRY TRL
2648
N GENE AUTRY TRL
3624
E MESQUITE AVE
2148
E MESQUITE AVE
1515
S E
L CIE
LO R
D
597
-- 154-- 89
PLUM
LEY RD
0PLUM
LEY RD
0 S GENE AUTRY TRL
2007
S GENE AUTRY TRL
2142
-- 527
-- 796
AVENID
A M
ARAVILLA
105
AVENID
A M
ARAVILLA
7 --
280
--0
--1494
--1294
30TH AVE
554
30TH AVE
569
CROSSLEY RD
1289
CROSSLEY RD
1019
--
712--
425
E RAMON RD
2522
E RAMON RD
2550
E RAMON RD
2529
E RAMON RD
2560
DA VALL DR
1352
DA VALL DR
1090
AVENID
A M
ARAVILLA
281
AVENID
A M
ARAVILLA
207
--
1339--
1785
--684
--1083
-- 762
-- 888
RAMON RD
5743
RAMON RD
4252
N GENE A
UTRY TRL
4114
N GENE AUTRY TRL
2522
DINAH SHORE DR
916
DINAH SHORE DR
1242
VISTA CHINO
3899
VISTA CHINO
3021
VARNER RD
256
VARNER RD
922
--447
--201
LANDAU BLVD
2423
LANDAU BLVD
1845
DA VALL DR
1498
DA VALL DR
1158
--
248
--
412
SONNY BONO MEMORIAL FWY
21937
BOB HOPE DR
3935
BOB HOPE DR
4152
--41 --60
--
90 --
62 --76--33
DATE PALM
DR
3742
DATE PALM
DR
3344
DATE PALM
DR
1948
DATE PALM
DR
1150
--417
--463
--1762
--0
MC CALLUM WAY
1176
MC CALLUM WAY
1345
--
554--
505
--280--0
LANDAU BLVD
1763
LANDAU BLVD
1484
-- 0-- 0
SONNY BONO MEMORIAL FWY
22265SONNY BONO MEMORIAL FWY
0 -- 401-- 220
EL CIELO RD
477
DATE PALM
DR
4456
DATE PALM
DR
3910
DATE PALM
DR
6015
DATE PALM
DR
5418
--
625
--
0 --625
--0
--
379--
116
CROSSLEY RD
497
CROSSLEY RD
552
--
153--
174
MC CALLUM WAY
900
MC CALLUM WAY
1094
--582
--0
--6--3
30TH AVE
468
30TH AVE
581
--
1 --
1 E MESQUITE AVE
595
E MESQUITE AVE
429
--1129
--0
--
2320--
0 --
582
--
0 34TH AVE
260
34TH AVE
167
--0
DA VALL D
R
1457
DA VALL D
R
1233
--
83 --
46 SONNY BONO MEMORIAL FWY
0 SAN LUIS REY DR
0 SAN LUIS REY DR
0 --0
--0
RAMON RD
4964
RAMON RD
4319
RAMON RD
6744
RAMON RD
4611
--
0--
0 --3532
--0
DINAH SHORE DR2002
DINAH SHORE DR1702
SONNY BONO MEMORIAL FWY
18679
SONNY BONO MEMORIAL FWY
21985
--
0 --
0 VISTA CHINO
225
VISTA CHINO
302
--
385--
234
--
26 --
23 SONNY BONO MEMORIAL FWY
16893
VISTA CHINO
3655
VISTA CHINO
2824
RAMON RD
4776
RAMON RD
4076
VERONA RD
762
VERONA RD
1078
--
776 --
0 SONNY BONO MEMORIAL FWY
19846
AVENID
A M
ARAVILLA
345
AVENID
A M
ARAVILLA
561
--1
--1
DA VALL DR
235
DA VALL DR
165
LANDAU BLVD
993LANDAU BLVD
592
--2997
--0
DA
VALL DR
1549
DA
VALL DR
1027
--
348
--
0 LANDAU BLVD
23 LANDAU BLVD
10 SAN LUIS REY DR
0 SAN LUIS REY DR
0 DATE PALM
DR
3727
DATE PALM
DR
3003
--
6 --
3 N GENE AUTRY TRL
3535
N GENE AUTRY TRL
2862
N GENE AUTRY TRL
3624
N GENE AUTRY TRL
2648
--
6 --
3 MC CALLUM WAY
1176
MC CALLUM WAY
1345
SAN LUIS REY DR
647
SAN LUIS REY DR
772
VISTA CHINO
3491
VISTA CHINO
2875
--
3 --
2 RAMON RD
5694
RAMON RD
4391
--
271
--
201
--2134
--0
--2997
--
0 DATE PALM
DR
3761
DATE PALM
DR
3007
30TH AVE
678
30TH AVE
1061
30TH AVE
956
30TH AVE
1157
--
114
--
183
--1129
--0
--
26 --
14 --
191--
92 DATE PALM DR
5049
DATE PALM DR
4184
N GENE AUTRY TRL
3551
N GENE AUTRY TRL
2632
MC CALLUM WAY
1259
MC CALLUM WAY
992
N GENE AUTRY TRL
3345
N GENE AUTRY TRL
2770
MC CALLUM WAY
1073
MC CALLUM WAY
1323
--0
--0
DATE PALM
DR
3416
DATE PALM
DR
2815
DATE PALM
DR
4763
DATE PALM
DR
3977
--3532
--0
DATE PALM
DR
2390
DATE PALM
DR
1447
--6--3
--0--0
MC CALLUM WAY
944
MC CALLUM WAY
976
BOB HOPE DR
3454
BOB HOPE DR
2267
RAMON RD
5096
RAMON RD
3480
--
6 --
3 --
50 --
36 RAMON RD
4875
RAMON RD
3466
--549
--342
--
99 --
95 E BARISTO RD
2386
E BARISTO RD
0 DATE P
ALM
D
R
3751
DATE P
ALM
D
R
3180
EL CIELO RD
499
DA VALL DR
1550
DA VALL DR
1168
--0--0
PALM
SPRINGS AIRPORT ACCESS RD
1744
PALM
SPRINGS AIRPORT ACCESS RD
0 34TH AVE
0 34TH AVE
0 --
1052
--
440
--
582
--
0 --
201
--
160
DATE PALM
DR
3416
DATE PALM
DR
2815
--24--38
LANDAU BLVD
1342
LANDAU BLVD
1721
DINAH SHORE DR
1225
DINAH SHORE DR
1413
--
162--
79 AVENIDA M
ARAVILLA
345
AVENIDA M
ARAVILLA
561
30TH AVE
675
30TH AVE
420
AVENIDA M
ARAVILLA
281
AVENIDA M
ARAVILLA
207
--2134
--0
--1762
--0
PALM SPRINGS AIRPORT ACCESS RD53
PALM SPRINGS AIRPORT ACCESS RD0
AVENIDA M
ARAVILLA
276
AVENIDA M
ARAVILLA
327
RAMON RD
4776
RAMON RD
4076
--
776--
0 DA VALL D
R
235
DA VALL D
R
165
--
201--
271
DA VALL DR
1594
DA VALL DR
1146
--
935
--
0 34TH AVE
213
34TH AVE
139
--2 --4
--
3532--
0 --
970
--0
SAN LUIS REY DR
695
SAN LUIS REY DR
550
--970
--0
RAMON RD
5694
RAMON RD
4391
DATE PALM
DR
3609
DATE PALM
DR
3018
DATE PALM
DR
3775
DATE PALM
DR
3205
--
2134
--0
--183--304
RAMON RD
4555
RAMON RD
4522
--
2320--
0 DA VALL DR
981
DA VALL DR
415
--582
--0
-- 166-- 81
VARNER RD
327
VARNER RD
1126
--
348
--
0 DATE PALM
DR
2487
DATE PALM
DR
1540
E BARISTO RD
729E BARISTO RD
2389
DATE PALM
DR
1934
DATE PALM
DR
1149
--
2657
BOB HOPE DR
3454
BOB HOPE DR
2267
--
289
--
157
DATE PALM
DR
3698
DATE PALM
DR
3964
DA VALL DR
981
DA VALL DR
415
E BARISTO RD
731
E BARISTO RD
0 DATE PALM
DR
3911
DATE PALM
DR
3381
DATE PALM
DR
3698
DATE PALM
DR
3964
PALM SPRINGS AIRPORT ACCESS RD
0 BOB HOPE DR
3415
BOB HOPE DR
2265
LANDAU BLVD
1207
LANDAU BLVD
1345
RIVCOM 4.01 - 2045 PM peak
period volumes (Wren Resi + Date Palm + Vallarata)
0 .05 .1 .15
Miles
HCMType
CC (6866)
Collector (8161)
Freeway (8427)
HOV (893)
Local (3067)
MinArterial (12488)
PrArterial (8422)
PM Peak Hour Growth
Intersection Approach RIVCOM
2018
RIVCOM
2045
RIVCOM
2018 to
RIVCOM
2045
Annual
Growth
Rate
Adjusted
2023 + 3
Projects
Adjusted
2045 Plus
Project
E 206 241 0.63% 821 929
S 5499 6931 0.96% 1969 2368
W 465 472 0.06% 446 451
N 5281 6730 1.02% 2346 2847
2 40% 60%
944 2,346 1402
↓ ↑
66 609 269
↙ ↓ ↘ ↖ 279
48% 215 ← ← 66 ← 430 52%
446 71 ↗ 2791 ↙ 85 821
52% 231 → 71 → → 391 48%
89 ↘ ↖ ↑ ↗
83 1052 51
↓ ↑
783 1,969 1186
40% 60%
1146 2847 1701
↓ ↑
71 757 318
↙ ↓ ↘ ↖ 330
217 ← ← 64 ← 489
451 76 ↗ 3,303 ↙ 95 929
234 → 68 → → 442
90 ↘ ↖ ↑ ↗
83 1295 56
↓ ↑
942 2368 1435
Existing Turning Movements
Existing Peak Hour Counts per intersection leg
Forecasted Peak Hour per intersection leg
Scenario: 2045 Plus Project
N/S Street: Date Palm Drive
E/W Street: Rosemount Road
Legend
Scenario: Adjusted 2023 Plus 3 Projects
N/S Street: Date Palm Drive
E/W Street: Rosemount Road
Intersection #: 2
Queuing and Blocking Report Date Palm Drive Mixed Use
Horizon Year 2045 Plus Project 05/30/2024
HY+P AM SimTraffic Report
Intersection: 2: Date Palm Drive & Rosemount Road
Movement EB EB WB WB NB NB NB NB NB SB SB SB
Directions Served L TR L TR L T T T R L T T
Maximum Queue (ft) 84 108 87 181 120 147 129 135 68 201 229 247 Average Queue (ft) 35 41 40 80 59 79 74 69 21 100 122 137 95th Queue (ft) 68 85 74 149 101 125 119 114 53 171 202 224 Link Distance (ft) 425 430 560 560 560 1210 1210
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 140 180 100 280
Storage Blk Time (%) 0 1 1 0 1 0 0
Queuing Penalty (veh) 0 0 1 0 0 0 0
Intersection: 2: Date Palm Drive & Rosemount Road
Movement SB SB
Directions Served T R
Maximum Queue (ft) 249 180
Average Queue (ft) 147 59
95th Queue (ft) 237 136
Link Distance (ft) 1210
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 140
Storage Blk Time (%) 14 0
Queuing Penalty (veh) 13 0
Queuing and Blocking Report Date Palm Drive Mixed Use
Horizon Year 2045 Plus Project 05/30/2024
HY+P PM SimTraffic Report
Intersection: 2: Date Palm Drive & Rosemount Road
Movement EB EB WB WB NB NB NB NB NB SB SB SB
Directions Served L TR L TR L T T T R L T T
Maximum Queue (ft) 122 193 190 331 236 327 327 285 177 307 189 180 Average Queue (ft) 53 69 70 148 81 220 192 153 33 177 68 84 95th Queue (ft) 98 138 147 267 185 314 280 235 103 281 160 162 Link Distance (ft) 425 430 560 560 560 1210 1210
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 100 140 180 100 280
Storage Blk Time (%) 1 4 0 11 0 16 15 2
Queuing Penalty (veh) 1 3 2 10 0 14 8 4
Intersection: 2: Date Palm Drive & Rosemount Road
Movement SB SB
Directions Served T R
Maximum Queue (ft) 208 113
Average Queue (ft) 98 27
95th Queue (ft) 179 75
Link Distance (ft) 1210
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 140
Storage Blk Time (%) 6 0
Queuing Penalty (veh) 4 0
APPENDIX L ‐
TRANSIT ROUTE INFORMATION
49 48
Effective January 7, 2024 Efectivo 7 de enero de 2024SunLine Transit Agency • SunLine.org ROUTE
RUTA
4 PALM DESERT MALL
PALM SPRINGS
L
L
RA TTLER RD
M
H
H
SOUTH PALM CANYON
INDIAN CANYON DR
EL CIELO RD RD
ROUTE / RUT A
POST OFFICE / OFICINA POST AL
HOSPIT AL
SCHOOL / ESCUELA
MALL / CENTRO COMERCIAL
SENIOR CENTER / CENTRO PARA ADUL TOS MA YORES
CASINO
AIRPORT / AEROPUERTO
CITY HALL / A YUNT AMIENTO
LIBRARY / BIBLIOTECA
SUNLINE TRANSIT AGENCY
TIMEPOINT / PUNTO DE TIEMPO
TRANSFER POINT / PUNTO DE TRANSFERENCIA
TOWN CENTER WA Y
BOB HOPE DR
DA TE PALM
MONTEREY AVE MONTEREY AVE
FARRELL DR
SUNRISE WA Y
VIST A CHINO
AVE 30TH
DINAH SHORE DR
GA TEWA Y DRN PALM CANYON DRN PALM CANYON DR
COUNTRY CLUB DR
RAMON RDRAMON RD
FRED WARING DR
HWY 111
EAST T AHQUITZ CANYON WA YEAST T AHQUITZ CANYON WA Y
RACQUET CLUB DR
ROSA PARKS RD
T ACHEVAH DR
STEVENS RD
AVENIDA MARAVILLA
E BARISTO
M
S
P ALM SPRINGS
P ALM SPRINGS
THOUSAND
P ALMS
RANCHO
MIRAGE
P ALM
DESERT
CA THEDRAL
CITY
N INDIAN CANYON
Route 4
WESTFIELD PALM DESERT - PALM SPRINGS
H
C
C
C
E SAN RAFAEL DR
GENE AUTRY GENE AUTRY
SHOPPERS LN
N
6 2
1WV
1EV
5 2
1WV
2 L
L
RA TTLER RD
M
H
H
SOUTH PALM CANYON
INDIAN CANYON DR
EL CIELO RD RD
ROUTE / RUT A
POST OFFICE / OFICINA POST AL
HOSPIT AL
SCHOOL / ESCUELA
MALL / CENTRO COMERCIAL
SENIOR CENTER / CENTRO PARA ADUL TOS MA YORES
CASINO
AIRPORT / AEROPUERTO
CITY HALL / A YUNT AMIENTO
LIBRARY / BIBLIOTECA
SUNLINE TRANSIT AGENCY
TIMEPOINT / PUNTO DE TIEMPO
TRANSFER POINT / PUNTO DE TRANSFERENCIA
TOWN CENTER WA Y
BOB HOPE DR
DA TE PALM
MONTEREY AVE MONTEREY AVE
FARRELL DR
SUNRISE WA Y
VIST A CHINO
AVE 30TH
DINAH SHORE DR
GA TEWA Y DRN PALM CANYON DRN PALM CANYON DR
COUNTRY CLUB DR
RAMON RDRAMON RD
FRED WARING DR
HWY 111
EAST T AHQUITZ CANYON WA YEAST T AHQUITZ CANYON WA Y
RACQUET CLUB DR
ROSA PARKS RD
T ACHEVAH DR
STEVENS RD
AVENIDA MARAVILLA
E BARISTO
M
S
P ALM SPRINGS
P ALM SPRINGS
THOUSAND
P ALMS
RANCHO
MIRAGE
P ALM
DESERT
CA THEDRAL
CITY
N INDIAN CANYON
Route 4
WESTFIELD PALM DESERT - PALM SPRINGS
H
C
C
C
E SAN RAFAEL DR
GENE AUTRY GENE AUTRY
SHOPPERS LN
N
6 2
1WV
1EV
5 2
1WV
2 L
L
RA TTLER RD
M
H
H
SOUTH PALM CANYON
INDIAN CANYON DR
EL CIELO RD RD
ROUTE / RUT A
POST OFFICE / OFICINA POST AL
HOSPIT AL
SCHOOL / ESCUELA
MALL / CENTRO COMERCIAL
SENIOR CENTER / CENTRO PARA ADUL TOS MA YORES
CASINO
AIRPORT / AEROPUERTO
CITY HALL / A YUNT AMIENTO
LIBRARY / BIBLIOTECA
SUNLINE TRANSIT AGENCY
TIMEPOINT / PUNTO DE TIEMPO
TRANSFER POINT / PUNTO DE TRANSFERENCIA
TOWN CENTER WA Y
BOB HOPE DR
DA TE PALM
MONTEREY AVE MONTEREY AVE
FARRELL DR
SUNRISE WA Y
VIST A CHINO
AVE 30TH
DINAH SHORE DR
GA TEWA Y DRN PALM CANYON DRN PALM CANYON DR
COUNTRY CLUB DR
RAMON RDRAMON RD
FRED WARING DR
HWY 111
EAST T AHQUITZ CANYON WA YEAST T AHQUITZ CANYON WA Y
RACQUET CLUB DR
ROSA PARKS RD
T ACHEVAH DR
STEVENS RD
AVENIDA MARAVILLA
E BARISTO
M
S
P ALM SPRINGS
P ALM SPRINGS
THOUSAND
P ALMS
RANCHO
MIRAGE
P ALM
DESERT
CA THEDRAL
CITY
N INDIAN CANYON
Route 4
WESTFIELD PALM DESERT - PALM SPRINGS
H
C
C
C
E SAN RAFAEL DR
GENE AUTRY GENE AUTRY
SHOPPERS LN
N
6 2
1WV
1EV
5 2
1WV
2 51
50 Effective January 7, 2024 Efectivo 7 de enero de 2024SunLine Transit Agency • SunLine.org ROUTE
RUTA
4 PALM DESERT MALL
PALM SPRINGS
Town Center Way @ Hahn
Dinah Shore @
Shoppers Ln
Date Palm @
Ramon
Palm Cyn @
Stevens
Sunrise W
a
y @
Vista Chino
Indian Canyon @
Ramon
El Cielo @
Kirk Douglas
6:10a 6:30a 6:46a 7:10a 7:25a 7:36a 7:47a
7:10a 7:30a 7:46a 8:10a 8:25a 8:36a 8:47a
8:10a 8:30a 8:46a 9:10a 9:25a 9:36a 9:47a
9:10a 9:30a 9:46a 10:10a 10:25a 10:36a 10:47a
10:10a 10:32a 10:49a 11:13a 11:28a 11:41a 11:53a
11:10a 11:32a 11:49a 12:13p 12:28p 12:41p 12:53p
12:10p 12:32p 12:49p 1:13p 1:28p 1:41p 1:53p
1:10p 1:32p 1:49p 2:13p 2:28p 2:41p 2:53p
2:10p 2:32p 2:49p 3:13p 3:28p 3:41p 3:53p
3:10p 3:32p 3:49p 4:13p 4:28p 4:41p 4:53p
4:10p 4:32p 4:49p 5:13p 5:28p 5:41p 5:53p
5:10p 5:31p 5:48p 6:12p 6:26p 6:40p 6:52p
6:10p 6:31p 6:48p 7:12p 7:26p 7:40p 7:52p
7:10p 7:31p 7:48p 8:12p 8:26p 8:40p 8:52p
8:10p 8:31p 8:47p 9:12p 9:26p 9:39p 9:50p
El Cielo @
Kirk Douglas
Vista Chino @
Sunrise Way
Ramon @ Date Palm
Dinah Shore @
Shoppers Ln
Town C
enter Wa
y
@ Hahn
6:10a 6:42a 7:05a 7:20a 7:41a
7:10a 7:42a 8:05a 8:20a 8:41a
8:10a 8:42a 9:05a 9:20a 9:41a
9:10a 9:42a 10:05a 10:20a 10:41a
10:10a 10:43a 11:05a 11:20a 11:43a
11:10a 11:43a 12:05p 12:20p 12:43p
12:10p 12:43p 1:05p 1:20p 1:43p
1:10p 1:43p 2:05p 2:20p 2:43p
2:10p 2:43p 3:05p 3:20p 3:43p
3:10p 3:43p 4:05p 4:20p 4:43p
4:10p 4:43p 5:05p 5:20p 5:43p
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WESTBOUND | HACIA EL OESTEEASTBOUND | HACIA EL ESTE
EVERY DAY / HOLIDAY
TODOS LOS DÍAS /DÍA FESTIVO
For the VillageFest Thursday night detour, please
see the map on page 36-37.
Para ver el desvío del jueves del VillageFest, por
favor vea el mapa en las páginas 36 y 37.
Prepared for:
The Altum Group
44-600 Village Court Ste 100
Palm Desert, CA 92260
Prepared by:
23905 Clinton Keith 114-280
Wildomar, CA 92595
June 2024
Date Palm Drive Mixed Use
Vehicle Miles Traveled
Screening Assessment
Date Palm Drive Mixed Use
1.0 PROJECT INTRODUCTION
The purpose of this report is to evaluate the project’s Vehicle Miles Traveled (VMT) analysis requirements and compliance with Senate Bill 743 (SB 743) and the California Environmental Quality Act (CEQA).
1.1 PROJECT DESCRIPTION
The project will be developed on a vacant site located on the southeast corner of Date Palm Drive and Rosemount Road in Cathedral City. The project is proposing the construction of the following two land use scenarios, each in two phases:
Scenario 1
Phase 1:
o 115,054 sf of mini warehouse (self-storage facility including office space) Phase 2:
o 11,159 sf of strip retail plaza
o 7,030 sf of fast-food restaurant with drive-through window Scenario 2
Phase 1:
o 115,054 sf of mini warehouse (self-storage facility including office space) Phase 2:
o 54,725 sf of shopping plaza (including 50,000 sf of supermarket and 4,725 sf of retail) Additionally, Rosemount Road does not currently extend to Date Palm Drive. It is anticipated that the appropriate dedications and easements will be in place prior to project opening. Therefore, this report will address the following access scenarios:
Alternative 1: Rosemount Road extension in place prior to opening year. Access to the project site will be provided via two driveways along Date Palm Drive and one driveway along Rosemount Road.
Alternative 2: Rosemount Road extension not constructed prior to opening year. Access would be limited to two driveways along Date Palm Drive.
Figures 1-1 and 1-2 show Scenario 1 and 2 site plans, respectively.
1.2 SENATE BILL 743
On September 27, 2013, SB 743 was signed into State law and started a process intended to fundamentally change transportation impact analysis as part of the CEQA compliance. The California Natural Resource Agency updated the CEQA transportation analysis guidelines in 2018. In this update automobile delay and LOS metrics are no longer to be used in determining transportation impacts.
Instead VMT metrics will serve as the basis in determining impacts. Furthermore, the guidelines stated that after July 1, 2020, transportation analysis under CEQA must use VMT to determine impacts for land use projects.
Date Palm Drive Mixed Use
1.3 GUIDANCE DOCUMENTS
The project is within Cathedral City and the County of Riverside. The City has not adopted guidance on evaluating VMT for transportation impacts under CEQA. Therefore, the County of Riverside Transportation Analysis Guidelines for Level of Service (LOS) and Vehicle Miles Traveled (VMT), December 2020, hereafter referred to as Guidelines, will be used for this analysis.
Date Palm Drive Mixed Use
Project Site Plan (Scenario 1)
Figure 1-1
Rosemount Road
NOT A PART
NOT A PART
Date Palm Drive Mixed Use
Project Site Plan (Scenario 2)
Figure 1-2
Rosemount Road
NOT A PART
NOT A PART
Date Palm Drive Mixed Use
5 2.0 ANALYSIS METHODOLGY
The Guidelines outline 5 major-steps1 for CEQA assessment and VMT analysis:
Evaluation of land use type
Screening criteria under which projects are not required to submit a detailed VMT analysis Significance thresholds
VMT analysis methodologies
Mitigation measures for significant and unavoidable impacts
2.1 SCREENING CRITERIA
The Guidelines recognize that certain projects based on type, location, size and other contexts could lead to a presumption of less than significance (i.e. the project’s VMT would not cause a transportation impact under CEQA) and would not need additional VMT analysis. The Guidelines provide the following screening criteria2:
1. Small Projects –
a. Single Family Housing projects less than or equal to 110 Dwelling Units; or b. Multi Family (low rise) Housing projects less than or equal to 147 Dwelling Units; or c. Multi Family (mid-rise) Housing projects less than or equal to 194 Dwelling Units; or d. General Office Building with area less than or equal to 165,000 SF; or e. Retail buildings with area less than or equal to 60,000 SF; or f. Warehouse (unrefrigerated) buildings with area less than or equal to 208,000 SF; or g. General Light Industrial buildings with area less than or equal to 179,000 SF Project GHG emissions less than 3,000 Metric Tons of Carbon Dioxide Equivalent (MTCO2e) as determined by a methodology acceptable to the Transportation Department; or h. Unless specified above, project trip generation is less than 110 trips per day per the ITE Manual or other acceptable source determined by Riverside County.
2. Projects near high quality transit – The project is located within half mile of an existing major transit stop and maintains a service interval frequency of 15 minutes or less during the morning and afternoon peak commute periods.
3. Local-serving retail – No single store on-site exceeds 50,000 SF and project is local-serving as determined by the Transportation Department
4. Affordable Housing – A high percentage of affordable housing is provided as determined by the Riverside County Planning and Transportation Departments.
5. Local Essential Services –
a. Project is local-serving as determined by the Transportation Department; and b. Local-serving and Day care center; or
c. Police or Fire facility; or
d. Medical/Dental office building under 50,000 square feet; or e. Government offices (in-person services such as post office, library, and utilities); or f. Local or Community Parks
6. Map-based Screening – Area of development is under threshold as shown on screening map as allowed by the Transportation Department
7. Redevelopment projects – Project replaces an existing VMT-generating land use and does not result in a net overall increase in VMT.
1 Guidelines, Pages 18-24
2 Guidelines, Figure 3, pages 19-21
Date Palm Drive Mixed Use
6 2.2 VMT THRESHOLDS
A land use project should determine the appropriate VMT measure and threshold of significance to apply. The thresholds3 as defined by the Guidelines are as follows:
Residential Projects: Existing county-wide average 15.2 VMT per capita Office: Existing county-wide average 14.2 VMT per employee Retail: No net increase in total regional VMT
Other Employment: Existing county-wide average 14.2 VMT per employee Other Customer: No net increase in total regional VMT Mixed-Use Projects: Respective VMT threshold for its multiple distinct land uses
2.3 VMT ASSESSMENT
Projects that do not meet any of the screening criteria identified would need to assess its project VMT using one of the following methods per the Guidelines:
Riverside County Sketch Planning Tool; or
RIVTAM/RIVCOM or other approved travel demand forecasting model.
3.0 PROJECT ANALYSIS
The Project proposes the construction of the following two land use scenarios, each in two phases:
Scenario 1
Phase 1:
o 115,054 sf of mini warehouse (self-storage facility including office space) Phase 2:
o 11,159 sf of strip retail plaza
o 7,030 sf of fast-food restaurant with drive-through window Scenario 2
Phase 1:
o 115,054 sf of mini warehouse (self-storage facility including office space) o Phase 2:54,725 sf of shopping plaza (including 50,000 sf of supermarket and 4,725 sf of retail)
3.1 SCREENING CRITERIA ASSESSMENT
1. Small Project
Project Phase 1 proposes 115,054 SF of mini warehouse. This land use component is a warehouse building with area less than or equal to 208,000 SF. Therefore, the mini warehouse component of the Project would be presumed to cause a less than significant impact based on this criterion.
2. Projects Near High Quality Transit
3 Guidelines, Figure 6, page 22
Date Palm Drive Mixed Use
7 The Project is not located within half mile of an existing major transit stop and it’s the nearest transit stop does not maintain a service interval frequency of 15 minutes or less during the morning and afternoon peak commute periods. Therefore, the Project does not qualify for this criterion.
3. Local-serving Retail
Scenario 1 Phase 2 proposes 11,159 SF of strip retail plaza and 7,030 SF of fast-food restaurant with drive-through. Additionally, Scenario 2 Phase 2 proposes 50,000 SF of supermarket and 4,725 SF of retail. Each of these single retail uses in Scenarios 1 and 2 do not exceed 50,000 SF and are local-serving. Therefore, the retail plaza, fast-food restaurant, and supermarket components of the Project would be presumed to cause a less than significant impact based on this criterion.
4. Affordable Housing
Scenarios 1 & 2 are not affordable housing projects and therefore do not qualify for this criterion.
5. Local Essential Service
The Project proposes mini warehouse, strip retail, shopping plaza, and fast-food restaurant land uses. Scenarios 1 and 2 do not include local essential service land use components and therefore, do not qualify for this criterion.
6. Map-Based Screening
The Project proposes mini warehouse, strip retail, shopping plaza, and fast-food restaurant land uses. Scenarios 1 and 2 do not include residential and office land use components and therefore, do not qualify for this criterion.
7. Redevelopment Project
The Project is proposed on a vacant lot and does not replace an existing VMT-generating land use. Therefore, the Project does not qualify for this criterion.
3.2 CONCLUSION
As concluded in Section 3.1 of this report, the proposed project screens out from VMT analysis since the mini warehouse component satisfies the Small Project screening criterion, and the strip retail plaza, shopping plaza, and fast-food restaurant components meet the Local-serving retail screening criterion. Therefore, Scenario 1 and 2 land use components are presumed to cause less than significant VMT impacts. It is our recommendation that the project be approved with no additional project-level VMT analysis.