Cities Index.
Agenda packet

Ontario City Council
March 21, 2023

Document
Agenda packet
Meeting
March 21, 2023
Body
Ontario City Council
Pages
86
Original file
203.5 MB
Text extracted from the city's file for reading and search. Open the original on d3n9y02raazwpg.cloudfront.net. That file is the official record.

Land Use Quantity Units1 In Out Total In Out Total Daily Actual Vehicles:

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 443.632 TSF Passenger Cars: 47 11 58 26 40 67 702
2‐axle Trucks: 1 1 1 0 0 1 18
3‐axle Trucks: 1 1 2 0 0 1 22
4+‐axle Trucks: 3 3 6 1 1 3 64
Total Truck Trips (Actual Vehicles): 5 5 10 1 1 2 104
Total Trips (Actual Vehicles)2 52 16 68 27 41 69 806
High‐Cube Cold Storage (15%) 78.288 TSF
Passenger Cars: 5 1 6 2 5 7 130
2‐axle Trucks: 0 1 1 0 0 0 20
3‐axle Trucks: 0 0 0 0 0 0 6
4+‐axle Trucks: 0 1 1 1 1 2 10
Total Truck Trips (Actual Vehicles): 0 2 2 1 1 2 36
Total Trips (Actual Vehicles)2 5 3 8 3 6 9 166
52 12 64 28 45 74 832
5 7 12 2 2 4 140
57 19 76 30 47 78 972
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 443.632 TSF Passenger Cars: 47 11 58 26 40 67 702
2‐axle Trucks: 1 1 2 1 0 1 26
3‐axle Trucks: 2 2 5 1 1 2 54
4+‐axle Trucks: 8 9 17 4 4 8 192
Total Truck Trips (PCE): 11 12 23 6 5 11 272
Total Trips (PCE)2 58 23 81 32 45 78 974
High‐Cube Cold Storage (15%) 78.288 TSF
Passenger Cars: 5 1 6 2 5 7 130
2‐axle Trucks: 0 1 1 1 1 2 32
3‐axle Trucks: 0 0 0 0 0 0 14
4+‐axle Trucks: 1 3 4 2 2 4 26
Total Truck Trips (PCE): 1 4 5 3 3 6 72
Total Trips (PCE)2 6 5 11 5 8 13 202
52 12 64 28 45 74 832
12 16 28 9 8 17 344
64 28 92 37 53 91 1,176 1
TSF = thousand square feet 2  Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 9)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 9 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 9 Total Trips (PCE)2

4.1-10
4826
California Logistics Center Traffic Analysis
14274-03 TA Report
APPENDIX 4.2:

DETAILED TRIP DISTRIBUTIONS BY BUILDING
4827
California Logistics Center Traffic Analysis
14274-03 TA Report
This Page Intentionally Left Blank
4828
18 7 38
37 20 55 25
43 N 18
7 38
37 18 5725
10 = Percent To/From Project
= Outbound
= Inbound
Cars

4.2-1
4829
31 35
34 50 50
N
15 31 35 15
50 10 = Percent To/From Project
= Outbound
= Inbound
Trucks
34 50
65 65

4.2-2
4830
N
10 = Percent To Project
= Inbound
Cars Trucks 44 1550 35
34 16
50 30 20
11 45 11
20 15
15 5
620
332
25 4.2-3
4831
N
10 = Percent To/From Project
= Outbound
Cars Trucks
20 11
45 20 24
30 5
56 45
34 35 50 31
16 35
50 35
50 5
20 15
15 31 1016 15
6 1635

4.2-4
4832
63 10 = Percent To/From Project
Cars Trucks
N
45 25
44 4035
11 4
28 38
64 30
35 30
65 50
10 10
5 5 10 15

4.2-5
4833
10 = Percent To/From Project
= Outbound
= Inbound 18 45
5 N
Cars Trucks
Cars Trucks 203020 3020
10 25
12 31 35
35 31 69
34 66
35 31 34
34 31 20
32 5 20
50 18 30 30
17 4.2-6
4834
10 = Percent To/From Project
= Outbound
= Inbound
20 1826 2525
11 45
22 3 31 25 1826
20 45 65 3134
35 35
20 11 11 25
N
Cars Trucks
Cars Trucks
5 20
50 50
35 1550
5 10
2 8
10 2

4.2-7
4835
10 = Percent To/From Project
= Outbound
= Inbound N
Cars Trucks
Cars Trucks 18
24 26
26 2030 4511
23 4
6 65
35 65 35 30 31 65 35 34
35 44 30 25
25 25 19 20 31

4.2-8
4836
10 = Percent To/From Project
= Outbound
= Inbound N
Cars Trucks
Cars Trucks 56
30 4030 18 26 26 50 3134
50 35 4030
30 56 30 14 5019 31 34 16
50 4.2-9
4837
10 = Percent To/From Project
= Outbound
= Inbound N
Cars Trucks
Cars Trucks
30 45 4030 11 26
15 8
100 35 65
100 35 3030 45 4030 14 11
5 10 1865
315
30 4.2-10
4838
10 = Percent To/From Project
= Outbound
= Inbound
Cars Trucks
N 20
20 40 35 26 18
11 25
5 100
35 34 31
35 34 100 31
40 45 26 20 18 20 22
4 11
20 16 712
35 4.2-11
4839
This Page Intentionally Left Blank

4.2-12
4840
California Logistics Center Traffic Analysis
14274-03 TA Report
APPENDIX 4.3:

POST PROCESSING WORKSHEETS
4841
California Logistics Center Traffic Analysis
14274-03 TA Report
This Page Intentionally Left Blank
4842
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Haven Av. & Inland Empire Bl.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 375 483 108 29% 331 432 102 31%
BOUND Through 1,784 1,876 93 5% 1,843 2,390 548 30%
Right 332 295 ‐37 ‐11% 427 581 155 36%
NB Total 2,490 2,654 164 7% 2,600 3,403 804 31%
SOUTH Left 41 55 14 34% 39 44 5 13%
BOUND Through 1,464 1,808 344 23% 1,681 1,673 ‐8 0%
Right 81 155 75 93% 66 70 5 7%
SB Total 1,586 2,018 433 27% 1,786 1,787 2 0%
EAST Left 72 112 40 56% 189 223 34 18%
BOUND Through 99 130 32 32% 335 414 80 24%
Right 266 326 60 23% 374 413 40 11%
EB Total 437 568 132 30% 897 1,050 153 17%
WEST Left 119 116 ‐3 ‐2% 336 325 ‐11 ‐3%
BOUND Through 93 142 50 54% 226 234 9 4%
Right 17 21 4 24% 39 40 1 3%
WB Total 228 279 51 22% 601 599 ‐2 0%
TOTAL ENTERING VOLUME 4,740 5,519 779 16% 5,883 6,839 957 16%

AM PM AM PM ADT
North Leg Inbound 2,018 1,787
North Leg Outbound 2,009 2,653
North Leg TOTAL 4,027 4,440 8% 9%        50,041
South Leg Inbound 2,654 3,403
South Leg Outbound 2,250 2,411
South Leg TOTAL 4,904 5,814 9% 11%        54,006
East Leg Inbound 279 599
East Leg Outbound 480 1,039
East Leg TOTAL 759 1,638 6% 12%        13,710
West Leg Inbound 568 1,050
West Leg Outbound 780 736
West Leg TOTAL 1,348 1,786 6% 9%        20,799
OVERALL TOTAL 11,038 13,678 8% 10% 138,555
Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[01 Haven Av. & Inland Empire Bl..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-1
4843
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Haven Av. & I‐10 WB Ramps
FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,905 2,046 141 7% 2,281 3,042 761 33%
Right 432 430 ‐2 0% 870 919 50 6%
NB Total 2,337 2,476 140 6% 3,151 3,961 811 26%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,334 1,751 418 31% 1,703 1,702 ‐1 0%
Right 548 590 42 8% 714 727 14 2%
SB Total 1,882 2,341 460 24% 2,416 2,429 13 1%
EAST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WEST Left 486 859 374 77% 219 268 49 22%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 585 594 9 2% 319 392 74 23%
WB Total 1,071 1,453 383 36% 538 660 123 23%
TOTAL ENTERING VOLUME 5,289 6,270 981.5 19% 6,104 7,050 946 15%

AM PM AM PM ADT
North Leg Inbound 2,341 2,429
North Leg Outbound 2,640 3,434
North Leg TOTAL 4,981 5,863 9% 11%        54,006
South Leg Inbound 2,476 3,961
South Leg Outbound 2,610 1,970
South Leg TOTAL 5,086 5,931 10% 11%        53,256
East Leg Inbound 1,453 660
East Leg Outbound 430 919
East Leg TOTAL 1,883 1,579 12% 10%        16,180
West Leg Inbound 0 0
West Leg Outbound 590 727
West Leg TOTAL 590 727 12% 14%          5,063
OVERALL TOTAL    12,540         14,100 10% 11%     128,504 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[02 Haven Av. & I‐10 WB Ramps.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-2
4844
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Haven Av. & I‐10 EB Ramps
FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,446 1,657 212 15% 2,622 3,144 523 20%
Right 343 430 88 26% 712 750 38 5%
NB Total 1,788 2,087 299 17% 3,334 3,894 561 17%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 1,369 2,174 806 59% 1,571 1,714 144 9%
Right 451 450 ‐1 0% 351 350 ‐1 0%
SB Total 1,819 2,624 805 44% 1,922 2,064 143 7%
EAST Left 891 843 ‐48 ‐5% 529 826 297 56%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 531 696 165 31% 243 626 384 158%
EB Total 1,422 1,539 117 8% 772 1,452 681 88%
WEST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
TOTAL ENTERING VOLUME 5,029 6,250 1221 24% 6,027 7,410 1384 23%

AM PM AM PM ADT
North Leg Inbound 2,624 2,064
North Leg Outbound 2,500 3,970
North Leg TOTAL 5,124 6,034 10% 11%        53,256
South Leg Inbound 2,087 3,894
South Leg Outbound 2,870 2,340
South Leg TOTAL 4,957 6,234 8% 10%        60,087
East Leg Inbound 0 0
East Leg Outbound 430 750
East Leg TOTAL 430 750 8% 15%          5,170
West Leg Inbound 1,539 1,452
West Leg Outbound 450 350
West Leg TOTAL 1,989 1,802 14% 12%        14,705
OVERALL TOTAL    12,500         14,820 9% 11%     133,219 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[03 Haven Av. & I‐10 EB Ramps.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-3
4845
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Haven Av. & E. Guasti Rd.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 157 149 ‐8 ‐5% 63 60 ‐3 ‐5%
BOUND Through 1,575 1,803 228 14% 2,728 3,156 429 16%
Right 100 94 ‐6 ‐6% 105 101 ‐4 ‐4%
NB Total 1,832 2,046 215 12% 2,896 3,317 422 15%
SOUTH Left 202 216 15 7% 162 171 9 6%
BOUND Through 1,427 2,378 952 67% 1,541 2,057 516 33%
Right 272 291 20 7% 110 115 5 5%
SB Total 1,900 2,885 986 52% 1,813 2,343 530 29%
EAST Left 82 77 ‐5 ‐6% 383 383 0 0%
BOUND Through 26 20 ‐6 ‐23% 45 38 ‐7 ‐16%
Right 35 42 8 22% 208 219 11 5%
EB Total 143 139 ‐4 ‐2% 636 640 4 1%
WEST Left 57 75 18 32% 80 84 4 5%
BOUND Through 37 31 ‐6 ‐16% 19 15 ‐4 ‐21%
Right 131 134 3 2% 223 221 ‐2 ‐1%
WB Total 225 240 15 7% 322 320 ‐2 ‐1%
TOTAL ENTERING VOLUME 4,099 5,310 1211.5 30% 5,667 6,620 954 17%

AM PM AM PM ADT
North Leg Inbound 2,885 2,343
North Leg Outbound 2,014 3,760
North Leg TOTAL 4,899 6,103 9% 11%        54,917
South Leg Inbound 2,046 3,317
South Leg Outbound 2,495 2,360
South Leg TOTAL 4,541 5,677 8% 10%        55,407
East Leg Inbound 240 320
East Leg Outbound 330 310
East Leg TOTAL 570 630 #DIV/0! #DIV/0! ‐
West Leg Inbound 139 640
West Leg Outbound 471 190
West Leg TOTAL 610 830 125% 169%              490
OVERALL TOTAL    10,620         13,240 10% 12%     110,814 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[04 Haven Av. & E. Guasti Rd..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-4
4846
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Haven Av. & E. Airport Dr.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 404 476 72 18% 488 626 139 28%
BOUND Through 1,341 1,579 238 18% 2,123 2,315 192 9%
Right 203 207 4 2% 18 18 1 3%
NB Total 1,948 2,262 314 16% 2,628 2,959 331 13%
SOUTH Left 168 240 73 43% 183 296 114 62%
BOUND Through 1,124 1,722 599 53% 1,405 1,736 332 24%
Right 124 205 81 65% 172 347 176 102%
SB Total 1,415 2,167 752 53% 1,759 2,379 621 35%
EAST Left 95 239 145 153% 288 385 97 34%
BOUND Through 147 322 175 119% 456 576 121 26%
Right 218 509 292 134% 599 575 ‐24 ‐4%
EB Total 459 1,070 611 133% 1,342 1,536 194 14%
WEST Left 55 79 24 44% 25 19 ‐6 ‐24%
BOUND Through 161 249 88 55% 579 707 128 22%
Right 170 263 93 55% 473 490 18 4%
WB Total 386 591 205 53% 1,077 1,216 140 13%
TOTAL ENTERING VOLUME 4,208 6,090 1882 45% 6,805 8,090 1285 19%

AM PM AM PM ADT
North Leg Inbound 2,167 2,379
North Leg Outbound 2,081 3,190
North Leg TOTAL 4,248 5,569 7% 10%        57,241
South Leg Inbound 2,262 2,959
South Leg Outbound 2,310 2,330
South Leg TOTAL 4,572 5,289 7% 8%        65,893
East Leg Inbound 591 1,216
East Leg Outbound 769 890
East Leg TOTAL 1,360 2,106 8% 12%        16,993
West Leg Inbound 1,070 1,536
West Leg Outbound 930 1,680
West Leg TOTAL 2,000 3,216 7% 11%        29,206
OVERALL TOTAL    12,180         16,180 7% 10%     169,333 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[05 Haven Av. & E. Airport Dr..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-5
4847
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Haven Av. & Jurupa Av.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 96 133 37 39% 66 119 53 80%
BOUND Through 1,555 1,648 94 6% 1,959 2,112 153 8%
Right 194 189 ‐5 ‐3% 308 561 254 82%
NB Total 1,845 1,970 126 7% 2,333 2,792 460 20%
SOUTH Left 77 110 33 43% 202 282 80 40%
BOUND Through 974 1,417 443 45% 1,511 1,615 105 7%
Right 424 860 437 103% 328 452 125 38%
SB Total 1,475 2,387 913 62% 2,040 2,349 309 15%
EAST Left 330 547 218 66% 452 612 160 35%
BOUND Through 184 280 97 53% 328 751 423 129%
Right 112 173 62 55% 65 114 49 75%
EB Total 625 1,000 376 60% 845 1,477 632 75%
WEST Left 239 240 2 1% 245 316 71 29%
BOUND Through 284 398 115 40% 266 442 177 66%
Right 69 74 5 7% 205 204 ‐1 0%
WB Total 591 712 121 20% 716 962 247 34%
TOTAL ENTERING VOLUME 4,535 6,069 1534.5 34% 5,933 7,580 1647 28%

AM PM AM PM ADT
North Leg Inbound 2,387 2,349
North Leg Outbound 2,269 2,928
North Leg TOTAL 4,656 5,277 7% 8%        65,810
South Leg Inbound 1,970 2,792
South Leg Outbound 1,830 2,045
South Leg TOTAL 3,800 4,837 7% 9%        53,757
East Leg Inbound 712 962
East Leg Outbound 579 1,594
East Leg TOTAL 1,291 2,556 6% 12%        20,728
West Leg Inbound 1,000 1,477
West Leg Outbound 1,391 1,013
West Leg TOTAL 2,391 2,490 7% 7%        36,042
OVERALL TOTAL    12,138         15,160 7% 9%     176,337 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[09 Haven Av. & Jurupa Av..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-6
4848
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Haven Av. & Mission Bl.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 97 144 48 49% 101 225 125 124%
BOUND Through 1,550 1,685 136 9% 1,436 1,854 418 29%
Right 14 33 20 144% 57 105 48 84%
NB Total 1,660 1,862 203 12% 1,594 2,184 591 37%
SOUTH Left 138 331 193 140% 302 318 16 5%
BOUND Through 1,242 1,544 302 24% 1,259 1,435 177 14%
Right 195 285 90 46% 130 167 37 28%
SB Total 1,575 2,160 585 37% 1,691 1,920 230 14%
EAST Left 202 164 ‐38 ‐19% 519 568 50 10%
BOUND Through 245 447 202 82% 655 1,020 366 56%
Right 118 111 ‐7 ‐6% 109 183 75 69%
EB Total 564 722 158 28% 1,282 1,771 490 38%
WEST Left 54 68 14 26% 37 64 28 75%
BOUND Through 586 863 277 47% 449 890 442 98%
Right 590 635 45 8% 422 482 61 14%
WB Total 1,230 1,566 336 27% 907 1,436 530 58%
TOTAL ENTERING VOLUME 5,029 6,310 1281.5 25% 5,472 7,311 1839 34%

AM PM AM PM ADT
North Leg Inbound 2,160 1,920
North Leg Outbound 2,484 2,904
North Leg TOTAL 4,644 4,824 8% 9%        55,446
South Leg Inbound 1,862 2,184
South Leg Outbound 1,723 1,682
South Leg TOTAL 3,585 3,866 8% 9%        44,119
East Leg Inbound 1,566 1,436
East Leg Outbound 811 1,443
East Leg TOTAL 2,377 2,879 7% 9%        31,955
West Leg Inbound 722 1,771
West Leg Outbound 1,292 1,282
West Leg TOTAL 2,014 3,053 8% 12%        25,474
OVERALL TOTAL    12,620         14,622 8% 9%     156,994 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[10 Haven Av. & Mission Bl..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-7
4849
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Haven Av. & SR‐60 WB Ramps
FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 300 292 ‐8 ‐3% 142 174 32 23%
BOUND Through 1,454 1,707 254 17% 800 1,205 405 51%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
NB Total 1,754 1,999 246 14% 942 1,379 437 46%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 760 1,100 341 45% 1,199 1,524 325 27%
Right 518 560 43 8% 457 417 ‐40 ‐9%
SB Total 1,277 1,660 383 30% 1,656 1,941 285 17%
EAST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WEST Left 134 150 16 12% 276 396 121 44%
BOUND Through 9 8 ‐1 ‐11% 9 9 1 6%
Right 461 463 3 1% 509 645 137 27%
WB Total 604 621 18 3% 793 1,050 258 32%
TOTAL ENTERING VOLUME 3,634 4,280 646 18% 3,391 4,370 980 29%

AM PM AM PM ADT
North Leg Inbound 1,660 1,941
North Leg Outbound 2,170 1,850
North Leg TOTAL 3,830 3,791 9% 9%        43,782
South Leg Inbound 1,999 1,379
South Leg Outbound 1,250 1,920
South Leg TOTAL 3,249 3,299 8% 8%        38,850
East Leg Inbound 621 1,050
East Leg Outbound 0 0
East Leg TOTAL 621 1,050 6% 10%        10,902
West Leg Inbound 0 0
West Leg Outbound 860 600
West Leg TOTAL 860 600 18% 13%          4,700
OVERALL TOTAL      8,560           8,740 9% 9%       98,234 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[11 Haven Av. & SR‐60 WB Ramps.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-8
4850
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Haven Av. & SR‐60 EB Ramps
FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 948 1,285 338 36% 602 1,072 470 78%
Right 266 354 89 33% 195 230 35 18%
NB Total 1,213 1,639 426 35% 797 1,302 505 63%
SOUTH Left 338 413 76 22% 609 615 6 1%
BOUND Through 556 839 283 51% 866 1,302 437 50%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
SB Total 894 1,252 359 40% 1,475 1,917 443 30%
EAST Left 806 720 ‐86 ‐11% 340 308 ‐32 ‐9%
BOUND Through 7 6 ‐1 ‐8% 7 4 ‐3 ‐43%
Right 198 214 17 8% 154 138 ‐16 ‐10%
EB Total 1,010 940 ‐70 ‐7% 501 450 ‐51 ‐10%
WEST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
TOTAL ENTERING VOLUME 3,117 3,831 714.5 23% 2,773 3,669 897 32%

AM PM AM PM ADT
North Leg Inbound 1,252 1,917
North Leg Outbound 2,005 1,380
North Leg TOTAL 3,257 3,297 8% 8%        38,850
South Leg Inbound 1,639 1,302
South Leg Outbound 1,053 1,440
South Leg TOTAL 2,692 2,742 8% 8%        35,783
East Leg Inbound 0 0
East Leg Outbound 773 849
East Leg TOTAL 773 849 8% 9%          9,402
West Leg Inbound 940 450
West Leg Outbound 0 0
West Leg TOTAL 940 450 24% 11%          3,928
OVERALL TOTAL      7,662           7,338 9% 8%       87,964 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[12 Haven Av. & SR‐60 EB Ramps.xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-9
4851
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Carnegie Av. & E. Airport Dr.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 16 64 48 300% 37 185 148 400%
BOUND Through 10 37 27 270% 17 220 203 1194%
Right 0 0 0 #DIV/0! 18 146 128 711%
NB Total 26 101 75 288% 72 551 479 665%
SOUTH Left 19 62 43 226% 49 68 19 39%
BOUND Through 26 38 12 46% 29 238 209 721%
Right 161 173 13 8% 457 393 ‐64 ‐14%
SB Total 206 273 68 33% 535 699 164 31%
EAST Left 149 158 10 6% 248 438 191 77%
BOUND Through 102 348 247 243% 289 320 31 11%
Right 5 7 3 56% 2 13 11 550%
EB Total 255 513 259 102% 539 771 233 43%
WEST Left 2 5 3 150% 1 11 10 1000%
BOUND Through 187 333 147 79% 385 440 55 14%
Right 27 45 19 70% 78 229 152 195%
WB Total 215 383 168 78% 464 680 217 47%
TOTAL ENTERING VOLUME 701 1,270 569 81% 1,609 2,701 1092 68%

AM PM AM PM ADT
North Leg Inbound 273 699
North Leg Outbound 240 887
North Leg TOTAL 513 1,586 4% 12%        13,604
South Leg Inbound 101 551
South Leg Outbound 50 262
South Leg TOTAL 151 813 4% 21%          3,928
East Leg Inbound 383 680
East Leg Outbound 410 534
East Leg TOTAL 793 1,214 11% 17%          7,328
West Leg Inbound 513 771
West Leg Outbound 570 1,018
West Leg TOTAL 1,083 1,789 6% 11%        16,993
OVERALL TOTAL      2,540           5,402 6% 13%       41,853 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[22 Carnegie Av. & E. Airport Dr..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-10
4852
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Carnegie Av. & Driveway 15/Santa Ana St.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 21 100 79 376% 54 532 478 885%
Right 4 9 5 125% 5 7 2 40%
NB Total 25 109 84 336% 59 539 480 814%
SOUTH Left 17 12 ‐5 ‐27% 2 3 1 50%
BOUND Through 16 39 23 144% 30 258 228 760%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
SB Total 33 51 19 57% 32 261 229 716%
EAST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WEST Left 2 4 2 100% 3 2 ‐1 ‐20%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 5 6 1 20% 18 18 0 0%
WB Total 7 10 3 43% 21 20 ‐1 ‐2%
TOTAL ENTERING VOLUME 65 170 105.5 164% 112 820 709 635%

AM PM AM PM ADT
North Leg Inbound 51 261
North Leg Outbound 106 550
North Leg TOTAL 157 811 5% 24%          3,335
South Leg Inbound 109 539
South Leg Outbound 43 260
South Leg TOTAL 152 799 5% 24%          3,335
East Leg Inbound 10 20
East Leg Outbound 21 10
East Leg TOTAL 31 30 #DIV/0! #DIV/0! ‐
West Leg Inbound 0 0
West Leg Outbound 0 0
West Leg TOTAL 0 0 #DIV/0! #DIV/0! ‐
OVERALL TOTAL          340           1,640 5% 25%         6,671 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[26 Carnegie Av. & Driveway 15Santa Ana St..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-11
4853
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Carnegie Av. & Jurupa Av.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 8 8 0 0% 6 9 4 64%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 3 2 ‐1 ‐20% 2 1 ‐1 ‐50%
NB Total 11 10 ‐1 ‐5% 8 10 3 33%
SOUTH Left 6 6 1 9% 13 36 24 188%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 21 34 14 66% 34 254 220 647%
SB Total 26 40 14 54% 47 290 244 524%
EAST Left 55 117 63 115% 81 540 459 567%
BOUND Through 571 622 52 9% 819 1,077 259 32%
Right 3 4 1 33% 18 19 2 9%
EB Total 628 743 115 18% 917 1,636 719 78%
WEST Left 6 6 0 0% 4 1 ‐3 ‐71%
BOUND Through 663 767 105 16% 599 621 23 4%
Right 28 43 15 54% 16 32 16 100%
WB Total 697 816 120 17% 618 654 36 6%
TOTAL ENTERING VOLUME 1,361 1,609 248 18% 1,589 2,590 1001 63%

AM PM AM PM ADT
North Leg Inbound 40 290
North Leg Outbound 160 572
North Leg TOTAL 200 862 6% 26%          3,335
South Leg Inbound 10 10
South Leg Outbound 10 20
South Leg TOTAL 20 30 #DIV/0! #DIV/0! ‐
East Leg Inbound 816 654
East Leg Outbound 630 1,114
East Leg TOTAL 1,446 1,768 8% 10%        17,392
West Leg Inbound 743 1,636
West Leg Outbound 809 884
West Leg TOTAL 1,552 2,520 7% 12%        20,728
OVERALL TOTAL      3,218           5,180 8% 12%       41,455 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[31 Carnegie Av. & Jurupa Av..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-12
4854
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Commerce Pkwy. & Santa Ana St.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 3 3 0 0%
BOUND Through 187 348 162 87% 348 523 175 50%
Right 23 23 0 0% 11 18 8 71%
NB Total 210 371 162 77% 362 544 183 50%
SOUTH Left 47 99 53 113% 44 84 40 91%
BOUND Through 66 314 249 379% 272 434 162 60%
Right 3 6 3 100% 15 15 0 0%
SB Total 115 419 304 264% 331 533 202 61%
EAST Left 0 0 0 #DIV/0! 2 3 1 50%
BOUND Through 20 18 ‐2 ‐8% 5 8 3 60%
Right 1 2 1 100% 0 0 0 #DIV/0!
EB Total 21 20 ‐1 ‐2% 7 11 4 57%
WEST Left 0 0 0 #DIV/0! 20 26 6 30%
BOUND Through 4 6 2 50% 3 2 ‐1 ‐20%
Right 30 85 55 183% 131 175 44 34%
WB Total 34 91 57 168% 154 203 50 32%
TOTAL ENTERING VOLUME 379 901 522 138% 853 1,291 438 51%

AM PM AM PM ADT
North Leg Inbound 419 533
North Leg Outbound 433 701
North Leg TOTAL 852 1,234 12% 17%          7,328
South Leg Inbound 371 544
South Leg Outbound 316 460
South Leg TOTAL 687 1,004 11% 16%          6,248
East Leg Inbound 91 203
East Leg Outbound 140 110
East Leg TOTAL 231 313 8% 11%          2,843
West Leg Inbound 20 11
West Leg Outbound 12 20
West Leg TOTAL 32 31 #DIV/0! #DIV/0! ‐
OVERALL TOTAL      1,802           2,582 11% 16%       16,419 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[37 Commerce Pkwy. & Santa Ana St..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-13
4855
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Commerce Pkwy. & Jurupa Av.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 13 8 ‐5 ‐38% 14 9 ‐5 ‐36%
BOUND Through 5 5 1 11% 41 42 1 2%
Right 31 41 11 34% 55 59 5 8%
NB Total 48 54 6 13% 110 110 1 0%
SOUTH Left 39 223 184 472% 239 407 169 71%
BOUND Through 4 11 7 175% 17 18 2 9%
Right 18 47 29 161% 35 38 3 9%
SB Total 61 281 220 361% 290 463 173 60%
EAST Left 72 78 6 8% 88 113 26 29%
BOUND Through 494 597 103 21% 733 1,002 269 37%
Right 13 7 ‐6 ‐44% 13 11 ‐2 ‐12%
EB Total 579 682 104 18% 833 1,126 293 35%
WEST Left 18 22 4 22% 11 12 1 9%
BOUND Through 666 755 90 13% 569 610 41 7%
Right 139 307 169 122% 229 368 140 61%
WB Total 822 1,084 262 32% 809 990 182 22%
TOTAL ENTERING VOLUME 1,510 2,101 591.5 39% 2,041 2,689 648 32%

AM PM AM PM ADT
North Leg Inbound 281 463
North Leg Outbound 390 523
North Leg TOTAL 671 986 11% 16%          6,248
South Leg Inbound 54 110
South Leg Outbound 40 41
South Leg TOTAL 94 151 #DIV/0! #DIV/0! ‐
East Leg Inbound 1,084 990
East Leg Outbound 861 1,468
East Leg TOTAL 1,945 2,458 9% 11%        22,414
West Leg Inbound 682 1,126
West Leg Outbound 810 657
West Leg TOTAL 1,492 1,783 8% 10%        17,901
OVERALL TOTAL      4,202           5,378 9% 12%       46,563 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[41 Commerce Pkwy. & Jurupa Av..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-14
4856
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Dupont Av. & Santa Ana St.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 22 33 12 53% 38 46 8 21%
BOUND Through 61 52 ‐9 ‐15% 80 81 1 1%
Right 7 4 ‐3 ‐43% 24 33 9 38%
NB Total 90 89 ‐1 ‐1% 142 160 18 13%
SOUTH Left 3 3 0 0% 10 15 5 50%
BOUND Through 26 32 7 25% 44 50 6 14%
Right 8 16 9 113% 12 15 3 25%
SB Total 36 51 15 42% 66 80 14 21%
EAST Left 7 14 7 100% 10 14 4 40%
BOUND Through 30 43 13 43% 34 62 29 85%
Right 6 13 7 117% 10 14 4 40%
EB Total 43 70 27 63% 54 90 37 68%
WEST Left 10 15 5 50% 15 16 1 7%
BOUND Through 20 51 31 155% 90 108 18 20%
Right 10 14 4 40% 26 26 0 0%
WB Total 40 80 40 100% 131 150 19 15%
TOTAL ENTERING VOLUME 209 290 81.5 39% 393 480 88 22%

AM PM AM PM ADT
North Leg Inbound 51 80
North Leg Outbound 80 121
North Leg TOTAL 131 201 19% 29%              690
South Leg Inbound 89 160
South Leg Outbound 60 80
South Leg TOTAL 149 240 9% 14%          1,720
East Leg Inbound 80 150
East Leg Outbound 50 110
East Leg TOTAL 130 260 8% 15%          1,731
West Leg Inbound 70 90
West Leg Outbound 100 169
West Leg TOTAL 170 259 8% 12%          2,165
OVERALL TOTAL          580               960 9% 15%         6,307 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[47 Dupont Av. & Santa Ana St..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-15
4857
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Dupont Av. & Jurupa Av.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 22 21 ‐1 ‐2% 42 45 3 7%
BOUND Through 30 29 ‐1 ‐3% 27 27 1 2%
Right 82 81 ‐1 ‐1% 110 109 ‐1 0%
NB Total 133 131 ‐2 ‐2% 178 181 3 2%
SOUTH Left 7 9 2 29% 47 66 19 40%
BOUND Through 5 5 0 0% 25 29 4 16%
Right 12 15 4 30% 37 55 19 51%
SB Total 24 29 6 23% 109 150 42 38%
EAST Left 52 75 23 44% 46 63 18 38%
BOUND Through 465 700 236 51% 931 1,281 351 38%
Right 17 20 3 18% 13 14 2 12%
EB Total 534 795 262 49% 989 1,358 370 37%
WEST Left 91 85 ‐6 ‐6% 64 58 ‐6 ‐9%
BOUND Through 775 943 169 22% 718 854 136 19%
Right 65 76 11 17% 54 61 7 13%
WB Total 930 1,104 174 19% 836 973 137 16%
TOTAL ENTERING VOLUME 1,620 2,059 439 27% 2,111 2,662 551 26%

AM PM AM PM ADT
North Leg Inbound 29 150
North Leg Outbound 180 151
North Leg TOTAL 209 301 8% 12%          2,498
South Leg Inbound 131 181
South Leg Outbound 110 101
South Leg TOTAL 241 282 #DIV/0! #DIV/0! ‐
East Leg Inbound 1,104 973
East Leg Outbound 790 1,456
East Leg TOTAL 1,894 2,429 8% 10%        23,867
West Leg Inbound 795 1,358
West Leg Outbound 979 954
West Leg TOTAL 1,774 2,312 7% 9%        24,966
OVERALL TOTAL      4,118           5,324 8% 10%       51,330 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[50 Dupont Av. & Jurupa Av..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-16
4858
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Milliken Av. & E. Airport Dr.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 21 27 6 29% 33 57 24 73%
BOUND Through 594 592 ‐2 0% 943 1,198 255 27%
Right 70 68 ‐2 ‐3% 60 77 17 28%
NB Total 685 687 2 0% 1,036 1,332 296 29%
SOUTH Left 331 352 22 7% 139 179 40 29%
BOUND Through 792 1,272 481 61% 859 875 17 2%
Right 130 180 50 38% 111 194 84 76%
SB Total 1,252 1,804 552 44% 1,108 1,248 140 13%
EAST Left 66 81 15 23% 224 478 255 114%
BOUND Through 101 121 20 20% 231 496 265 115%
Right 21 37 17 80% 33 56 23 70%
EB Total 188 239 52 27% 488 1,030 543 111%
WEST Left 76 105 29 38% 86 61 ‐25 ‐29%
BOUND Through 130 155 25 19% 254 310 56 22%
Right 202 190 ‐12 ‐6% 323 288 ‐35 ‐11%
WB Total 408 450 42 10% 663 659 ‐4 ‐1%
TOTAL ENTERING VOLUME 2,533 3,180 647.5 26% 3,295 4,269 975 30%

AM PM AM PM ADT
North Leg Inbound 1,804 1,248
North Leg Outbound 863 1,964
North Leg TOTAL 2,667 3,212 5% 6%        51,491
South Leg Inbound 687 1,332
South Leg Outbound 1,414 992
South Leg TOTAL 2,101 2,324 7% 8%        29,319
East Leg Inbound 450 659
East Leg Outbound 541 752
East Leg TOTAL 991 1,411 5% 7%        19,377
West Leg Inbound 239 1,030
West Leg Outbound 362 561
West Leg TOTAL 601 1,591 5% 12%        13,140
OVERALL TOTAL      6,360           8,538 6% 8%     113,327 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[51 Milliken Av. & E. Airport Dr..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-17
4859
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Milliken Av. & Jurupa Av.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 419 390 ‐29 ‐7% 171 206 36 21%
BOUND Through 742 761 19 3% 752 1,029 278 37%
Right 104 194 91 87% 352 636 285 81%
NB Total 1,265 1,345 81 6% 1,274 1,871 598 47%
SOUTH Left 128 268 141 110% 241 287 46 19%
BOUND Through 370 801 432 117% 907 906 ‐1 0%
Right 62 64 3 4% 59 47 ‐12 ‐20%
SB Total 559 1,133 575 103% 1,206 1,240 34 3%
EAST Left 203 145 ‐58 ‐29% 122 131 9 7%
BOUND Through 667 870 204 31% 754 1,067 314 42%
Right 281 378 97 35% 221 262 41 19%
EB Total 1,151 1,393 243 21% 1,097 1,460 364 33%
WEST Left 100 294 195 195% 376 562 186 49%
BOUND Through 478 678 201 42% 561 668 107 19%
Right 68 106 39 57% 97 130 34 35%
WB Total 645 1,078 434 67% 1,034 1,360 327 32%
TOTAL ENTERING VOLUME 3,618 4,949 1331 37% 4,610 5,931 1322 29%

AM PM AM PM ADT
North Leg Inbound 1,133 1,240
North Leg Outbound 1,012 1,290
North Leg TOTAL 2,145 2,530 8% 9%        27,207
South Leg Inbound 1,345 1,871
South Leg Outbound 1,473 1,730
South Leg TOTAL 2,818 3,601 8% 11%        34,107
East Leg Inbound 1,078 1,360
East Leg Outbound 1,332 1,990
East Leg TOTAL 2,410 3,350 7% 9%        36,280
West Leg Inbound 1,393 1,460
West Leg Outbound 1,132 921
West Leg TOTAL 2,525 2,381 11% 10%        23,867
OVERALL TOTAL      9,898         11,862 8% 10%     121,461 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[52 Milliken Av. & Jurupa Av..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-18
4860
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: Milliken Av. & Mission Bl.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 296 630 334 113% 171 706 536 314%
BOUND Through 1,185 1,038 ‐147 ‐12% 854 1,010 156 18%
Right 14 77 63 450% 20 71 51 255%
NB Total 1,495 1,745 250 17% 1,045 1,787 743 71%
SOUTH Left 109 437 329 303% 242 314 72 30%
BOUND Through 549 880 332 60% 1,246 1,232 ‐14 ‐1%
Right 327 509 182 56% 390 591 202 52%
SB Total 984 1,826 842 86% 1,877 2,137 260 14%
EAST Left 202 461 260 129% 522 889 367 70%
BOUND Through 2 29 27 1350% 1 5 4 400%
Right 47 269 222 472% 81 313 233 289%
EB Total 251 759 509 203% 604 1,207 604 100%
WEST Left 19 49 30 158% 16 105 90 577%
BOUND Through 16 39 24 152% 5 52 47 940%
Right 216 222 6 3% 135 401 267 198%
WB Total 251 310 60 24% 155 558 403 260%
TOTAL ENTERING VOLUME 2,980 4,640 1660 56% 3,680 5,689 2009 55%

AM PM AM PM ADT
North Leg Inbound 1,826 2,137
North Leg Outbound 1,721 2,300
North Leg TOTAL 3,547 4,437 9% 11%        39,809
South Leg Inbound 1,745 1,787
South Leg Outbound 1,198 1,650
South Leg TOTAL 2,943 3,437 9% 11%        32,054
East Leg Inbound 310 558
East Leg Outbound 543 390
East Leg TOTAL 853 948 3% 3%        34,001
West Leg Inbound 759 1,207
West Leg Outbound 1,178 1,349
West Leg TOTAL 1,937 2,556 5% 7%        37,625
OVERALL TOTAL      9,280         11,378 6% 8%     143,490 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[53 Milliken Av. & Mission Bl..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-19
4861
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: I‐15 SB Ramps & Jurupa Av.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
NB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
SOUTH Left 477 393 ‐84 ‐18% 217 228 12 5%
BOUND Through 3 4 1 33% 7 6 ‐1 ‐14%
Right 900 1,163 263 29% 423 478 55 13%
SB Total 1,380 1,560 181 13% 647 712 66 10%
EAST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 607 827 221 36% 1,217 1,782 565 46%
Right 159 333 174 109% 492 553 61 12%
EB Total 766 1,160 395 52% 1,709 2,335 626 37%
WEST Left 398 474 76 19% 422 432 10 2%
BOUND Through 574 697 124 22% 617 882 266 43%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WB Total 972 1,171 200 21% 1,039 1,314 276 27%
TOTAL ENTERING VOLUME 3,117 3,891 774.5 25% 3,394 4,361 967 28%

AM PM AM PM ADT
North Leg Inbound 1,560 712
North Leg Outbound 0 0
North Leg TOTAL 1,560 712 16% 7%        10,015
South Leg Inbound 0 0
South Leg Outbound 811 991
South Leg TOTAL 811 991 10% 12%          8,367
East Leg Inbound 1,171 1,314
East Leg Outbound 1,220 2,010
East Leg TOTAL 2,391 3,324 8% 11%        31,437
West Leg Inbound 1,160 2,335
West Leg Outbound 1,860 1,360
West Leg TOTAL 3,020 3,695 8% 10%        38,281
OVERALL TOTAL      7,782           8,722 9% 10%       88,101 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[54 I‐15 SB Ramps & Jurupa Av..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-20
4862
Project: California Logistics Center Job #: 14274
Scenario: Horizon Year (2040) Analyst: RV
Date: 1/3/22
LOCATION: I‐15 NB Ramps & Jurupa Av.

FORECAST YEAR: 2040
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 247 347 100 40% 100 192 93 93%
BOUND Through 0 0 0 #DIV/0! 1 1 0 0%
Right 521 513 ‐8 ‐1% 320 466 147 46%
NB Total 768 860 93 12% 420 659 239 57%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
SB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EAST Left 356 433 78 22% 544 723 180 33%
BOUND Through 756 807 51 7% 884 1,274 391 44%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 1,112 1,240 129 12% 1,427 1,997 570 40%
WEST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 719 813 94 13% 951 1,128 177 19%
Right 350 317 ‐33 ‐9% 491 405 ‐86 ‐18%
WB Total 1,069 1,130 61 6% 1,442 1,533 91 6%
TOTAL ENTERING VOLUME 2,948 3,230 282 10% 3,289 4,189 900 27%

AM PM AM PM ADT
North Leg Inbound 0 0
North Leg Outbound 750 1,129
North Leg TOTAL 750 1,129 9% 14%          8,274
South Leg Inbound 860 659
South Leg Outbound 0 0
South Leg TOTAL 860 659 9% 7%          9,431
East Leg Inbound 1,130 1,533
East Leg Outbound 1,320 1,740
East Leg TOTAL 2,450 3,273 9% 13%        25,946
West Leg Inbound 1,240 1,997
West Leg Outbound 1,160 1,320
West Leg TOTAL 2,400 3,317 8% 11%        31,437
OVERALL TOTAL      6,460           8,378 9% 11%       75,088 Z:\Shared\UcJobs\_14100‐14500\_14200\14274\02_LOS\Post Processing\[55 I‐15 NB Ramps & Jurupa Av..xls]Output (3)

INDIVIDUAL TURN VOLUME GROWTH REVIEW

FORECAST PEAK HOUR TO ADT COMPARISON

VOLUMES PERCENT OF ADT

AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.3-21
4863
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4.3-22
4864
California Logistics Center Traffic Analysis
14274-03 TA Report
APPENDIX 5.1:

E+P CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS 4865
California Logistics Center Traffic Analysis
14274-03 TA Report
This Page Intentionally Left Blank
4866

Page 1 of 6 ends

1: Haven Av. & Inland Empire Bl.

PHF: 0.923 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 376 1,791 332 41 1,494 81 72 99 270 119 93 17 4,782 2: Haven Av. & I‐10 WB Ramps
PHF: 0.922 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 1,913 491 0 1,368 548 0 0 0 534 0 585 5,438
3: Haven Av. & I‐10 EB Ramps
PHF: 0.939 7:30am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 1,513 360 0 1,450 451 891 0 647 0 0 0 5,310
4: Haven Av. & E. Guasti Rd.

PHF: 0.978 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 157 1,659 100 202 1,624 272 82 26 35 57 37 131 4,380 5: Haven Av. & E. Airport Dr.

PHF: 0.911 7:30am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 405 1,362 210 365 1,124 124 95 177 218 57 167 232 4,534 6: Haven Av. & Driveway 1
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 1,976 6 0 1,398 0000002 3,382
7: Haven Av. & Driveway 2
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 1,976 5 0 1,398 0000006 3,385
8: Haven Av. & La Salle St.

PHF: 0.935 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 1,964 26 0 1,477 0 0 0 0 0 0 17 3,484
9: Haven Av. & Jurupa Av.

PHF: 0.946 7:30am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 96 1,584 252 77 975 424 333 202 112 292 289 74 4,707 10: Haven Av. & Mission Bl.

PHF: 0.940 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 97 1,637 14 138 1,295 195 202 245 118 54 586 590 5,169 11/18/2021
1/0/1900
1/0/1900
11/18/2021
11/18/2021
11/18/2021
10/26/2021
11/18/2021
11/18/2021
Volume Development ‐ AM Peak Hour
11/18/2021

5.1-1
4867

Page 2 of 6 ends

Volume Development ‐ AM Peak Hour
11: Haven Av. & SR‐60 WB Ramps
PHF: 0.950 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 300 1,541 0 0 760 571 0 0 0 134 9 461 3,774
12: Haven Av. & SR‐60 EB Ramps
PHF: 0.950 7:30am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 948 266 338 556 0 893 7 198 0 0 0 3,204
13: Driveway 3 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 4 0 1 0 0 0 0 744 7 13 452 0 1,221
14: Driveway 4 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 8 0 0 0 0 732 14 0 465 0 1,219
15: Driveway 5 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 19 0 0 0 0 710 30 0 465 0 1,224
16: Driveway 6 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 1 0 1 1 0 1 1 22 3 4 15 1 50
17: Driveway 7 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 2 0 3 0 0 0 0 20 3 6 18 0 52
18: Driveway 8 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 0 1 0 7 3 21 0 0 17 14 63
19: Driveway 9 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 0 1 0 1 1 33 0 0 72 1 109
20: Driveway 10 & Jurupa Av.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 0 0 0 2 0 532 0 0 651 8 1,193
1/0/1900
1/0/1900
1/0/1900
1/0/1900
1/0/1900
1/0/1900
1/0/1900
1/0/1900
10/26/2021
10/26/2021

5.1-2
4868

Page 3 of 6 ends

Volume Development ‐ AM Peak Hour
21: Driveway 11 & Jurupa Av.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 0 0 0 3 0 532 0 0 655 8 1,198
22: Carnegie Av. & E. Airport Dr.

PHF: 0.834 7:00am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 71 16 0 27 50 167 151 205 111 2 205 29 1,031
23: Carnegie Av. & Driveway 12
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 5 81 1 3 136 23 6 0 1 0 0 1 257
24: Carnegie Av. & Driveway 13
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 84 1 7 131 0 0 0 0 0 0 2 225
25: Carnegie Av. & Driveway 14
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 14 82 0 0 126 5 3 0 1 0 0 0 231
26: Carnegie Av. & Driveway 15/Santa Ana St.

PHF: 0.641 8:00am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 11 63 30 41 84 3 2 0 1 7 0 31 273
27: Carnegie Av. & Driveway 16
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 40 91 0 0 81 11 12 0 18 0 0 0 253
28: Carnegie Av. & Driveway 17
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 9 130 0 0 86 13 1 0 5 0 0 0 244
29: Carnegie Av. & La Salle St.

PHF: 0.917 8:00am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 39 121 0 0 58 33 17 0 16 0 0 0 284
30: Carnegie Av. & Driveway 18
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 160 12 0 74 0 0 0 0 2 0 1 249
1/0/1900
10/26/2022
1/0/1900
1/0/1900
1/0/1900
1/0/1900
10/26/2021
1/0/1900
1/0/1900
10/26/2021

5.1-3
4869

Page 4 of 6 ends

Volume Development ‐ AM Peak Hour
31: Carnegie Av. & Jurupa Av.

PHF: 0.902 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 8 0 3 22 0 59 101 602 3 6 697 100 1,598
32: Driveway 19 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 2 0 0 0 0 2 6 55 10 0 34 5 114
33: Driveway 20 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 3 0 11 0 0 9 10 27 18 4 27 8 117
34: Commerce Pkwy. & Driveway 21
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 236 0 0 217 8 0 0 2 0 0 0 463
35: Commerce Pkwy. & Driveway 22
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 236 0 0 216 4 0 0 7 0 0 0 463
36: Commerce Pkwy. & Driveway 23
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 235 6 0 222 0 0 0 0 0 0 2 465
37: Commerce Pkwy. & Santa Ana St.

PHF: 0.948 7:15am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 30 200 23 111 110 3 6 22 10 1 6 35 555
38: Commerce Pkwy. & Driveway 24
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 253 0 0 105 16 0 0 8 0 0 0 381
39: Commerce Pkwy. & Driveway 25
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 237 46 4 109 0 0 0 0 23 0 15 433
40: Commerce Pkwy. & Driveway 26
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 281 10 0 131 0 0 0 0 0 0 2 423
1/0/1900
1/0/1900
1/0/1900
10/26/2021
1/0/1900
1/0/1900
1/0/1900
1/0/1900
1/0/1900
10/26/2021

5.1-4
4870

Page 5 of 6 ends

Volume Development ‐ AM Peak Hour
41: Commerce Pkwy. & Jurupa Av.

PHF: 0.918 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 13 5 31 83 4 38 102 510 13 18 752 190 1,757
42: Driveway 27 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 3 0 2 1 0 1 6 129 19 3 38 2 204
43: Driveway 28 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 1 0 3 2 0 3 7 119 5 11 39 1 191
44: Double Day Av. & Driveway 29
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 2 39 0 0 28 1 2 0 1 0 0 0 73
45: Double Day Av. & Santa Ana St.

PHF: 0.944 8:00am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 12 8 2 8 5 16 24 41 58 7 23 9 213
46: Driveway 30 & Double Day Av.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 3 0 0 0 0 31 17 4 44 0 99
47: Dupont Av. & Santa Ana St.

PHF: 0.910 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 22 62 7 3 32 8 7 30 6 10 20 10 216
48: Dupont Av. & Double Day Av.

PHF: 0.845 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 44 104 3 1 21 4 1 1 31 0 0 0 209
49: Dupont Av. & Driveway 31
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 2 159 0 0 37 8 2 0 3 0 0 0 211
50: Dupont Av. & Jurupa Av.

PHF: 0.982 7:30am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 22 30 82 16 5 18 52 526 17 91 906 79 1,841
10/26/2021
1/0/1900
10/26/2021
10/26/2021
1/0/1900
10/26/2021
1/0/1900
1/0/1900
1/0/1900
10/26/2021

5.1-5
4871

Page 6 of 6 ends

Volume Development ‐ AM Peak Hour
51: Milliken Av. & E. Airport Dr.

PHF: 0.861 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 21 594 70 331 792 160 73 105 21 76 147 202 2,591
52: Milliken Av. & Jurupa Av.

PHF: 0.970 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 461 742 104 128 370 62 203 723 295 100 581 68 3,833 53: Milliken Av. & Mission Bl.

PHF: 0.895 7:45am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 296 1,208 14 116 557 327 202 2 47 19 16 235 3,037
54: I‐15 SB Ramps & Jurupa Av.

PHF: 0.910 7:30am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 0 490 3 916 0 652 190 403 673 0 3,326
55: I‐15 NB Ramps & Jurupa Av.

PHF: 0.939 7:00am Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 319 0 521 0 0 0 377 764 0 0 757 350 3,086
10/26/2021
10/26/2021
10/26/2021
10/26/2021
10/26/2021

5.1-6
4872

Page 1 of 6 ends

1: Haven Av. & Inland Empire Bl.

PHF: 0.960 4:30pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 335 1,869 427 39 1,697 66 189 335 376 336 226 39 5,931 2: Haven Av. & I‐10 WB Ramps
PHF: 0.979 4:30pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 2,311 965 0 1,721 714 0 0 0 246 0 319 6,274
3: Haven Av. & I‐10 EB Ramps
PHF: 0.975 4:30pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 2,747 753 0 1,616 351 529 0 310 0 0 0 6,305
4: Haven Av. & E. Guasti Rd.

PHF: 0.975 4:30pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 63 2,894 105 162 1,653 110 383 45 208 80 19 223 5,945 5: Haven Av. & E. Airport Dr.

PHF: 0.985 4:30pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 493 2,163 22 295 1,405 172 288 472 599 31 600 599 7,135 6: Haven Av. & Driveway 1
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 2,670 3 0 2,034 0000006 4,713
7: Haven Av. & Driveway 2
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 2,671 3 0 2,034 0000002 4,710
8: Haven Av. & La Salle St.

PHF: 0.968 4:15pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 2,624 17 0 2,046 0 0 0 0 0 0 50 4,737
9: Haven Av. & Jurupa Av.

PHF: 0.982 4:30pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 66 1,976 343 202 1,515 330 454 338 65 313 283 211 6,094 10: Haven Av. & Mission Bl.

PHF: 0.962 4:00pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 101 1,488 57 302 1,329 130 519 655 109 37 449 422 5,594 10/26/2021
11/18/2021
11/18/2021
11/18/2021
11/18/2021
11/18/2021
11/18/2021
Volume Development ‐ PM Peak Hour
11/18/2021

5.1-7
4873

Page 2 of 6 ends

Volume Development ‐ PM Peak Hour
11: Haven Av. & SR‐60 WB Ramps
PHF: 0.962 4:45pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 142 852 0 0 1,199 527 0 0 0 276 9 509 3,513
12: Haven Av. & SR‐60 EB Ramps
PHF: 0.933 4:30pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 602 195 609 866 0 392 7 154 0 0 0 2,825
13: Driveway 3 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 14 0 4 0 0 0 0 784 4 7 1,216 0 2,028
14: Driveway 4 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 10 0 0 0 0 781 7 0 1,223 0 2,020
15: Driveway 5 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 24 0 0 0 0 774 17 0 1,223 0 2,037
16: Driveway 6 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 5 0 2 0 0 0 0 15 2 2 44 0 70
17: Driveway 7 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 3 0 5 0 0 0 0 16 2 3 45 0 74
18: Driveway 8 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 0 0 0 14 2 19 0 0 34 8 77
19: Driveway 9 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 0 0 0 0 0 37 0 0 102 0 139
20: Driveway 10 & Jurupa Av.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 0 0 0 7 0 886 0 0 801 4 1,697
10/26/2021
10/26/2021

5.1-8
4874

Page 3 of 6 ends

Volume Development ‐ PM Peak Hour
21: Driveway 11 & Jurupa Av.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 0 0 0 6 0 886 0 0 799 4 1,694
22: Carnegie Av. & E. Airport Dr.

PHF: 0.882 4:30pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 130 38 18 53 42 460 252 360 68 1 435 85 1,941
23: Carnegie Av. & Driveway 12
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 3 163 0 2 97 13 20 0 4 1 0 3 306
24: Carnegie Av. & Driveway 13
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 159 1 4 98 0 0 0 0 1 0 6 269
25: Carnegie Av. & Driveway 14
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 8 148 0 0 96 2 12 0 4 0 0 0 270
26: Carnegie Av. & Driveway 15/Santa Ana St.

PHF: 0.786 4:15pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 6 90 20 16 83 2 8 0 4 10 0 58 297
27: Carnegie Av. & Driveway 16
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 23 102 0 0 90 7 13 0 27 0 0 0 262
28: Carnegie Av. & Driveway 17
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 5 124 0 0 110 7 2 0 17 0 0 0 265
29: Carnegie Av. & La Salle St.

PHF: 0.944 Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 67 103 0 0 90 37 25 0 12 0 0 0 333
30: Carnegie Av. & Driveway 18
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 167 7 0 102 0 0 0 0 8 0 3 286
10/26/2022
10/26/2021
10/26/2021

5.1-9
4875

Page 4 of 6 ends

Volume Development ‐ PM Peak Hour
31: Carnegie Av. & Jurupa Av.

PHF: 0.957 4:15pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 6 0 2 46 0 86 108 840 18 4 634 57 1,798
32: Driveway 19 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 7 0 2 1 0 8 3 28 5 0 53 3 110
33: Driveway 20 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 10 0 8 1 0 12 6 14 11 3 34 5 104
34: Commerce Pkwy. & Driveway 21
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 537 0 0 402 5 0 0 7 0 0 0 951
35: Commerce Pkwy. & Driveway 22
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 537 0 0 407 2 0 0 4 0 0 0 950
36: Commerce Pkwy. & Driveway 23
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 532 3 0 411 0 0 0 0 0 0 5 951
37: Commerce Pkwy. & Santa Ana St.

PHF: 0.920 4:30pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 20 376 11 80 316 15 10 6 8 25 6 149 1,021
38: Commerce Pkwy. & Driveway 24
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 407 0 0 339 10 0 0 14 0 0 0 770
39: Commerce Pkwy. & Driveway 25
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 386 29 3 350 0 0 0 0 17 0 22 807
40: Commerce Pkwy. & Driveway 26
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 406 6 0 367 0 0 0 0 0 0 9 788
10/26/2021
10/26/2021

5.1-10
4876

Page 5 of 6 ends

Volume Development ‐ PM Peak Hour
41: Commerce Pkwy. & Jurupa Av.

PHF: 0.957 4:15pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 14 41 55 294 17 55 106 769 13 11 625 261 2,258
42: Driveway 27 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 11 0 7 3 0 4 4 83 10 1 164 1 287
43: Driveway 28 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 4 0 10 3 0 4 4 85 3 6 159 1 278
44: Double Day Av. & Driveway 29
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 1 18 0 0 9 0 1 0 0 0 0 0 29
45: Double Day Av. & Santa Ana St.

PHF: 0.802 4:00pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 26 2 14 2 0 7 11 44 43 7 132 6 293
46: Driveway 30 & Double Day Av.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 1 0 10 0 0 0 0 58 9 2 39 0 119
47: Dupont Av. & Santa Ana St.

PHF: 0.798 4:00pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 38 85 24 10 47 12 10 34 10 15 90 26 401
48: Dupont Av. & Double Day Av.

PHF: 0.763 4:00pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 29 107 1 0 92 12 6 0 63 2 0 0 312
49: Dupont Av. & Driveway 31
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 1 133 0 0 140 4 6 0 9 0 0 0 293
50: Dupont Av. & Jurupa Av.

PHF: 0.934 4:15pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 42 27 110 76 25 48 46 1,022 13 64 794 62 2,326
10/26/2021
10/26/2021
10/26/2021
10/26/2021
10/26/2021

5.1-11
4877

Page 6 of 6 ends

Volume Development ‐ PM Peak Hour
51: Milliken Av. & E. Airport Dr.

PHF: 0.988 4:45pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 33 943 60 139 859 127 250 246 33 86 263 323 3,361
52: Milliken Av. & Jurupa Av.

PHF: 0.961 4:45pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 195 752 352 241 907 59 122 838 257 376 621 97 4,814 53: Milliken Av. & Mission Bl.

PHF: 0.950 4:30pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 171 867 20 258 1,266 390 522 1 81 16 5 146 3,740
54: I‐15 SB Ramps & Jurupa Av.

PHF: 0.945 4:30pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 0 0 0 217 7 434 0 1,248 550 438 692 0 3,585
55: I‐15 NB Ramps & Jurupa Av.

PHF: 0.967 4:00pm Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
E+P: 144 1 320 0 0 0 558 907 0 0 986 491 3,405
10/26/2021
10/26/2021
10/26/2021
10/26/2021
10/26/2021

5.1-12
4878
Timings California Logistics Center (JN 14274)
1: Haven Av. & Inland Empire Bl. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 72 99 270 119 93 17 376 1791 332 41 1494 81 Future Volume (vph) 72 99 270 119 93 17 376 1791 332 41 1494 81 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 74538 52 16
Permitted Phases 4 Free Free Free
Detector Phase 74538 52 16
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 45.8 9.6 9.6 39.8 9.6 32.8 9.6 38.8 Total Split (s) 11.3 45.8 27.2 11.4 45.9 27.2 63.2 9.6 45.6 Total Split (%) 8.7% 35.2% 20.9% 8.8% 35.3% 20.9% 48.6% 7.4% 35.1% Yellow Time (s) 3.6 4.8 3.6 3.6 4.8 3.6 4.8 3.6 4.8
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 4.6 4.6 5.8 4.6 5.8 4.6 5.8 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 96.3
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Haven Av. & Inland Empire Bl.

5.1-13
4879
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 1: Haven Av. & Inland Empire Bl. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 72 99 270 119 93 17 376 1791 332 41 1494 81 Future Volume (veh/h) 72 99 270 119 93 17 376 1791 332 41 1494 81 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 78 108 120 129 101 0 409 1947 0 45 1624 0 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, % 000000000000
Cap, veh/h 150 476 463 234 501 489 3147 116 2365
Arrive On Green 0.05 0.14 0.14 0.06 0.15 0.00 0.17 0.51 0.00 0.04 0.38 0.00 Sat Flow, veh/h 2956 3420 1512 4029 3420 1525 2956 6192 1525 2956 6192 1525 Grp Volume(v), veh/h 78 108 120 129 101 0 409 1947 0 45 1624 0 Grp Sat Flow(s),veh/h/ln 1478 1710 1512 1343 1710 1525 1478 1548 1525 1478 1548 1525 Q Serve(g_s), s 2.1 2.3 4.9 2.5 2.1 0.0 10.9 18.4 0.0 1.2 17.9 0.0 Cycle Q Clear(g_c), s 2.1 2.3 4.9 2.5 2.1 0.0 10.9 18.4 0.0 1.2 17.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 150 476 463 234 501 489 3147 116 2365 V/C Ratio(X) 0.52 0.23 0.26 0.55 0.20 0.84 0.62 0.39 0.69 Avail Cap(c_a), veh/h 243 1679 995 336 1683 820 4361 181 3024 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 37.7 31.2 21.4 37.3 30.6 0.0 32.9 14.4 0.0 38.2 21.1 0.0 Incr Delay (d2), s/veh 1.0 0.2 0.3 0.8 0.2 0.0 1.5 0.2 0.0 0.8 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.9 1.6 0.8 0.8 0.0 3.7 5.4 0.0 0.4 5.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.7 31.4 21.7 38.1 30.8 0.0 34.4 14.6 0.0 39.0 21.6 0.0 LnGrp LOS DCCDC CB DC
Approach Vol, veh/h 306 230 A 2356 A 1669 A
Approach Delay, s/veh 29.5 34.9 18.0 22.0
Approach LOS C C B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.8 47.2 9.3 17.2 18.1 36.9 8.7 17.7 Change Period (Y+Rc), s 4.6 5.8 4.6 5.8 4.6 5.8 4.6 5.8 Max Green Setting (Gmax), s 5.0 57.4 6.8 40.0 22.6 39.8 6.7 40.1 Max Q Clear Time (g_c+I1), s 3.2 20.4 4.5 6.9 12.9 19.9 4.1 4.1 Green Ext Time (p_c), s 0.0 19.7 0.0 1.0 0.6 11.1 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 21.1
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

5.1-14
4880
Timings California Logistics Center (JN 14274)
2: Haven Av. & I-10 WB Ramps 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Lane Group WBL WBR NBT NBR SBT
Lane Configurations
Traffic Volume (vph) 534 585 1913 491 1368
Future Volume (vph) 534 585 1913 491 1368
Turn Type Prot Perm NA Free NA
Protected Phases 4 2 6
Permitted Phases 4 Free
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 10.1 10.1 23.8 10.8
Total Split (s) 48.0 48.0 52.0 52.0
Total Split (%) 48.0% 48.0% 52.0% 52.0%
Yellow Time (s) 4.1 4.1 4.8 4.8
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.1 5.1 5.8 5.8
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Min C-Min
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 45
Control Type: Actuated-Coordinated
Splits and Phases: 2: Haven Av. & I-10 WB Ramps

5.1-15
4881
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 2: Haven Av. & I-10 WB Ramps 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 534 585 1913 491 0 1368
Future Volume (veh/h) 534 585 1913 491 0 1368
Initial Q (Qb), veh 000000
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 1700 1800 1800 1800 0 1800
Adj Flow Rate, veh/h 711 360 2079 0 0 1487
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 000000
Cap, veh/h 862 406 3869 0 3869
Arrive On Green 0.27 0.27 1.00 0.00 0.00 0.62
Sat Flow, veh/h 3238 1525 6444 1525 0 6696
Grp Volume(v), veh/h 711 360 2079 0 0 1487
Grp Sat Flow(s),veh/h/ln 1619 1525 1548 1525 0 1548
Q Serve(g_s), s 20.6 22.7 0.0 0.0 0.0 11.9
Cycle Q Clear(g_c), s 20.6 22.7 0.0 0.0 0.0 11.9
Prop In Lane 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 862 406 3869 0 3869
V/C Ratio(X) 0.83 0.89 0.54 0.00 0.38
Avail Cap(c_a), veh/h 1389 654 3869 0 3869
HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.67 0.00 0.00 0.69
Uniform Delay (d), s/veh 34.5 35.2 0.0 0.0 0.0 9.3
Incr Delay (d2), s/veh 1.0 5.4 0.4 0.0 0.0 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.8 8.5 0.1 0.0 0.0 3.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.5 40.7 0.4 0.0 0.0 9.5
LnGrp LOS D D A A A
Approach Vol, veh/h 1071 2079 A 1487
Approach Delay, s/veh 37.2 0.4 9.5
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 68.3 31.7 68.3
Change Period (Y+Rc), s 5.8 5.1 5.8
Max Green Setting (Gmax), s 46.2 42.9 46.2
Max Q Clear Time (g_c+I1), s 2.0 24.7 13.9
Green Ext Time (p_c), s 14.7 1.9 7.9
Intersection Summary
HCM 6th Ctrl Delay 11.8
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

5.1-16
4882
Timings California Logistics Center (JN 14274)
3: Haven Av. & I-10 EB Ramps 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Lane Group EBL EBR NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 891 647 1513 1450 451
Future Volume (vph) 891 647 1513 1450 451
Turn Type Prot Perm NA NA Free
Protected Phases 4 2 6
Permitted Phases 4 Free
Detector Phase 4426
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 10.1 10.1 10.8 10.8
Total Split (s) 58.0 58.0 42.0 42.0
Total Split (%) 58.0% 58.0% 42.0% 42.0%
Yellow Time (s) 4.1 4.1 4.8 4.8
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.1 5.1 5.8 5.8
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Min C-Min
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 98.8 (99%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 45
Control Type: Actuated-Coordinated
Splits and Phases: 3: Haven Av. & I-10 EB Ramps

5.1-17
4883
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 3: Haven Av. & I-10 EB Ramps 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 891 647 0 1513 1450 451
Future Volume (veh/h) 891 647 0 1513 1450 451
Initial Q (Qb), veh 000000
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 1700 1800 0 1800 1800 1800
Adj Flow Rate, veh/h 1023 514 0 1610 1543 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 000000
Cap, veh/h 1266 597 0 3096 3096
Arrive On Green 0.39 0.39 0.00 0.50 1.00 0.00
Sat Flow, veh/h 3238 1525 0 6696 6444 1525
Grp Volume(v), veh/h 1023 514 0 1610 1543 0
Grp Sat Flow(s),veh/h/ln 1619 1525 0 1548 1548 1525
Q Serve(g_s), s 28.1 30.9 0.0 17.6 0.0 0.0
Cycle Q Clear(g_c), s 28.1 30.9 0.0 17.6 0.0 0.0
Prop In Lane 1.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 1266 597 0 3096 3096
V/C Ratio(X) 0.81 0.86 0.00 0.52 0.50
Avail Cap(c_a), veh/h 1713 807 0 3096 3096
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00
Upstream Filter(I) 1.00 1.00 0.00 0.76 0.80 0.00
Uniform Delay (d), s/veh 27.1 28.0 0.0 16.9 0.0 0.0
Incr Delay (d2), s/veh 2.1 7.2 0.0 0.5 0.5 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 10.4 11.5 0.0 5.7 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.3 35.2 0.0 17.4 0.5 0.0
LnGrp LOS C D A B A
Approach Vol, veh/h 1537 1610 1543 A
Approach Delay, s/veh 31.2 17.4 0.5
Approach LOS C B A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 55.8 44.2 55.8
Change Period (Y+Rc), s 5.8 5.1 5.8
Max Green Setting (Gmax), s 36.2 52.9 36.2
Max Q Clear Time (g_c+I1), s 19.6 32.9 2.0
Green Ext Time (p_c), s 7.1 6.2 8.4
Intersection Summary
HCM 6th Ctrl Delay 16.4
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

5.1-18
4884
Timings California Logistics Center (JN 14274)
4: Haven Av. & Guasti Rd. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 82 26 35 57 37 131 157 1659 100 202 1624 272 Future Volume (vph) 82 26 35 57 37 131 157 1659 100 202 1624 272 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4826
Detector Phase 744388522166
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 48.2 48.2 9.6 16.2 16.2 9.6 33.8 33.8 9.6 30.8 30.8 Total Split (s) 12.0 48.2 48.2 11.0 47.2 47.2 17.0 51.8 51.8 19.0 53.8 53.8 Total Split (%) 9.2% 37.1% 37.1% 8.5% 36.3% 36.3% 13.1% 39.8% 39.8% 14.6% 41.4% 41.4% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 4.8 4.8 3.6 4.8 4.8 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 6.2 4.6 6.2 6.2 4.6 5.8 5.8 4.6 5.8 5.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 90.8
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Splits and Phases: 4: Haven Av. & Guasti Rd.

5.1-19
4885
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 4: Haven Av. & Guasti Rd. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 82 26 35 57 37 131 157 1659 100 202 1624 272 Future Volume (veh/h) 82 26 35 57 37 131 157 1659 100 202 1624 272 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 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 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 84 27 19 58 38 68 160 1693 68 206 1657 174 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000000
Cap, veh/h 160 286 239 136 272 406 230 2636 648 281 2744 667 Arrive On Green 0.05 0.16 0.16 0.05 0.15 0.15 0.08 0.43 0.43 0.10 0.44 0.44 Sat Flow, veh/h 2956 1800 1505 2956 1800 2685 2956 6192 1522 2956 6192 1505 Grp Volume(v), veh/h 84 27 19 58 38 68 160 1693 68 206 1657 174 Grp Sat Flow(s),veh/h/ln 1478 1800 1505 1478 1800 1342 1478 1548 1522 1478 1548 1505 Q Serve(g_s), s 2.1 1.0 0.8 1.5 1.4 1.7 4.1 16.7 2.1 5.2 15.7 5.6 Cycle Q Clear(g_c), s 2.1 1.0 0.8 1.5 1.4 1.7 4.1 16.7 2.1 5.2 15.7 5.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 160 286 239 136 272 406 230 2636 648 281 2744 667 V/C Ratio(X) 0.53 0.09 0.08 0.43 0.14 0.17 0.70 0.64 0.10 0.73 0.60 0.26 Avail Cap(c_a), veh/h 283 977 817 245 954 1423 474 3682 905 550 3842 934 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.6 27.8 27.7 35.9 28.5 28.6 34.8 17.6 13.4 34.0 16.4 13.6 Incr Delay (d2), s/veh 1.0 0.1 0.1 0.8 0.2 0.2 1.4 0.3 0.1 1.4 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.4 0.3 0.5 0.6 0.5 1.4 5.2 0.6 1.8 4.8 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.6 27.9 27.8 36.7 28.7 28.8 36.2 17.8 13.4 35.4 16.6 13.8 LnGrp LOS DCCDCCDBBDBB
Approach Vol, veh/h 130 164 1921 2037
Approach Delay, s/veh 33.5 31.6 19.2 18.3
Approach LOS C C B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.0 38.7 8.2 18.5 10.6 40.1 8.8 17.9 Change Period (Y+Rc), s 4.6 5.8 4.6 6.2 4.6 5.8 4.6 6.2 Max Green Setting (Gmax), s 14.4 46.0 6.4 42.0 12.4 48.0 7.4 41.0 Max Q Clear Time (g_c+I1), s 7.2 18.7 3.5 3.0 6.1 17.7 4.1 3.7 Green Ext Time (p_c), s 0.2 14.2 0.0 0.1 0.1 15.2 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 19.7
HCM 6th LOS B

5.1-20
4886
Timings California Logistics Center (JN 14274)
5: Haven Av. & E. Airport Dr. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 95 177 57 167 232 405 1362 210 365 1124 124 Future Volume (vph) 95 177 57 167 232 405 1362 210 365 1124 124 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7438 52 16
Permitted Phases 8 2 6
Detector Phase 74388522166
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 46.8 9.6 15.8 15.8 9.6 41.5 41.5 9.6 37.5 37.5 Total Split (s) 13.0 47.0 10.1 44.1 44.1 30.0 55.9 55.9 17.0 42.9 42.9 Total Split (%) 10.0% 36.2% 7.8% 33.9% 33.9% 23.1% 43.0% 43.0% 13.1% 33.0% 33.0% Yellow Time (s) 3.6 4.8 3.6 4.8 4.8 3.6 5.5 5.5 3.6 5.5 5.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 4.6 5.8 5.8 4.6 6.5 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 92.1
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Splits and Phases: 5: Haven Av. & E. Airport Dr.

5.1-21
4887
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 5: Haven Av. & E. Airport Dr. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 95 177 218 57 167 232 405 1362 210 365 1124 124 Future Volume (veh/h) 95 177 218 57 167 232 405 1362 210 365 1124 124 Initial Q (Qb), veh 000000000000
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 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 104 195 148 63 184 175 445 1497 195 401 1235 101 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 000000000000
Cap, veh/h 163 308 222 137 525 234 526 2343 577 446 2177 536 Arrive On Green 0.06 0.16 0.16 0.05 0.15 0.15 0.18 0.38 0.38 0.15 0.35 0.35 Sat Flow, veh/h 2956 1898 1366 2956 3420 1525 2956 6192 1525 2956 6192 1524 Grp Volume(v), veh/h 104 175 168 63 184 175 445 1497 195 401 1235 101 Grp Sat Flow(s),veh/h/ln 1478 1710 1554 1478 1710 1525 1478 1548 1525 1478 1548 1524 Q Serve(g_s), s 2.8 7.8 8.4 1.7 4.0 9.0 12.0 16.3 7.5 10.9 13.3 3.8 Cycle Q Clear(g_c), s 2.8 7.8 8.4 1.7 4.0 9.0 12.0 16.3 7.5 10.9 13.3 3.8 Prop In Lane 1.00 0.88 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 163 278 252 137 525 234 526 2343 577 446 2177 536 V/C Ratio(X) 0.64 0.63 0.67 0.46 0.35 0.75 0.85 0.64 0.34 0.90 0.57 0.19 Avail Cap(c_a), veh/h 302 858 780 198 1595 712 914 3725 918 446 2745 676 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.0 32.1 32.3 38.1 31.1 33.2 32.7 20.9 18.2 34.2 21.6 18.5 Incr Delay (d2), s/veh 1.5 2.3 3.0 0.9 0.4 4.7 1.5 0.3 0.3 20.1 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 3.2 3.1 0.6 1.6 3.4 4.0 5.1 2.4 4.8 4.2 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.5 34.4 35.3 39.0 31.5 37.9 34.1 21.2 18.5 54.3 21.8 18.7 LnGrp LOS DCDDCDCCBDCB
Approach Vol, veh/h 447 422 2137 1737
Approach Delay, s/veh 36.0 35.3 23.7 29.1
Approach LOS DDCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 17.0 37.6 8.4 19.1 19.2 35.4 9.1 18.4 Change Period (Y+Rc), s 4.6 6.5 4.6 5.8 4.6 6.5 4.6 5.8 Max Green Setting (Gmax), s 12.4 49.4 5.5 41.2 25.4 36.4 8.4 38.3 Max Q Clear Time (g_c+I1), s 12.9 18.3 3.7 10.4 14.0 15.3 4.8 11.0 Green Ext Time (p_c), s 0.0 12.7 0.0 1.9 0.6 8.3 0.0 1.6 Intersection Summary
HCM 6th Ctrl Delay 27.9
HCM 6th LOS C

5.1-22
4888
HCM 6th TWSC California Logistics Center (JN 14274)
6: Haven Av. & Driveway 1 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 2 1976 6 0 1398
Future Vol, veh/h 0 2 1976 6 0 1398
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 2 2148 7 0 1520
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1078 0 0 - -
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 187 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 187 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 24.5 0 0

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 187 -
HCM Lane V/C Ratio - - 0.012 -
HCM Control Delay (s) - - 24.5 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -

5.1-23
4889
HCM 6th TWSC California Logistics Center (JN 14274)
7: Haven Av. & Driveway 2 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 6 1976 5 0 1398
Future Vol, veh/h 0 6 1976 5 0 1398
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 7 2148 5 0 1520
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1077 0 0 - -
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 187 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 187 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 24.9 0 0

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 187 -
HCM Lane V/C Ratio - - 0.035 -
HCM Control Delay (s) - - 24.9 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0.1 -

5.1-24
4890
HCM 6th TWSC California Logistics Center (JN 14274)
8: Haven Av. & La Salle St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 17 1964 26 0 1477
Future Vol, veh/h 0 17 1964 26 0 1477
Conflicting Peds, #/hr 0 00000
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 94 94 94 94 94 94
Heavy Vehicles, % 0 00000
Mvmt Flow 0 18 2089 28 0 1571
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1059 0 0 - -
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 192 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 192 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 25.7 0 0

HCM LOS D
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 192 -
HCM Lane V/C Ratio - - 0.094 -
HCM Control Delay (s) - - 25.7 -
HCM Lane LOS - - D -
HCM 95th %tile Q(veh) - - 0.3 -

5.1-25
4891
Timings California Logistics Center (JN 14274)
10: Haven Av. & Mission Bl. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 202 245 118 54 586 590 97 1637 14 138 1295 Future Volume (vph) 202 245 118 54 586 590 97 1637 14 138 1295 Turn Type Prot NA pm+ov Prot NA pm+ov Prot NA pm+ov Prot NA Protected Phases 74538152316
Permitted Phases 4 8 2
Detector Phase 74538152316
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 10.0 Minimum Split (s) 9.6 44.5 9.6 9.6 16.5 9.6 9.6 45.2 9.6 9.6 48.5 Total Split (s) 18.2 44.5 19.4 9.6 35.9 25.0 19.4 50.9 9.6 25.0 56.5 Total Split (%) 14.0% 34.2% 14.9% 7.4% 27.6% 19.2% 14.9% 39.2% 7.4% 19.2% 43.5% Yellow Time (s) 3.6 5.5 3.6 3.6 5.5 3.6 3.6 5.2 3.6 3.6 5.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 4.6 6.5 4.6 4.6 6.2 4.6 4.6 6.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 118.8
Natural Cycle: 125
Control Type: Actuated-Uncoordinated
Splits and Phases: 10: Haven Av. & Mission Bl.

5.1-26
4892
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 10: Haven Av. & Mission Bl. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 202 245 118 54 586 590 97 1637 14 138 1295 195 Future Volume (veh/h) 202 245 118 54 586 590 97 1637 14 138 1295 195 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 215 261 103 57 623 463 103 1741 10 147 1378 191 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000
Cap, veh/h 263 1474 574 105 1211 538 125 1830 614 172 1751 243 Arrive On Green 0.09 0.30 0.30 0.04 0.25 0.25 0.08 0.37 0.37 0.11 0.40 0.40 Sat Flow, veh/h 2956 4914 1522 2956 4914 1525 1619 4914 1501 1619 4363 605 Grp Volume(v), veh/h 215 261 103 57 623 463 103 1741 10 147 1035 534 Grp Sat Flow(s),veh/h/ln 1478 1638 1522 1478 1638 1525 1619 1638 1501 1619 1638 1691 Q Serve(g_s), s 8.5 4.7 5.4 2.3 13.1 29.4 7.5 41.1 0.5 10.7 33.0 33.0 Cycle Q Clear(g_c), s 8.5 4.7 5.4 2.3 13.1 29.4 7.5 41.1 0.5 10.7 33.0 33.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.36
Lane Grp Cap(c), veh/h 263 1474 574 105 1211 538 125 1830 614 172 1315 679 V/C Ratio(X) 0.82 0.18 0.18 0.54 0.51 0.86 0.82 0.95 0.02 0.86 0.79 0.79 Avail Cap(c_a), veh/h 337 1565 603 124 1211 538 201 1841 617 277 1373 709 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.4 30.9 24.8 56.6 38.8 35.9 54.3 36.4 21.0 52.4 31.3 31.3 Incr Delay (d2), s/veh 9.2 0.1 0.1 1.6 0.4 13.4 6.5 11.5 0.0 7.7 3.0 5.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 1.8 1.9 0.8 5.0 13.6 3.2 17.2 0.2 4.5 12.5 13.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.6 30.9 25.0 58.2 39.2 49.3 60.7 47.9 21.1 60.1 34.3 37.0 LnGrp LOS E C C E D D E D C E C D
Approach Vol, veh/h 579 1143 1854 1716
Approach Delay, s/veh 41.6 44.2 48.4 37.3
Approach LOS DDDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 17.3 51.0 8.8 42.3 13.8 54.4 15.2 35.9 Change Period (Y+Rc), s 4.6 * 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 20.4 * 45 5.0 38.0 14.8 50.0 13.6 29.4 Max Q Clear Time (g_c+I1), s 12.7 43.1 4.3 7.4 9.5 35.0 10.5 31.4 Green Ext Time (p_c), s 0.1 1.4 0.0 1.8 0.0 8.2 0.1 0.0 Intersection Summary
HCM 6th Ctrl Delay 43.2
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-27
4893
Timings California Logistics Center (JN 14274)
11: Haven Av. & SR-60 WB Ramps 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 11
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 134 9 461 300 1541 760 571
Future Volume (vph) 134 9 461 300 1541 760 571
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 8 8 5 2 6
Permitted Phases 8 6
Detector Phase 8885266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.8 10.8 10.8 9.5 35.2 28.3 28.3
Total Split (s) 31.0 31.0 31.0 13.7 44.0 30.3 30.3
Total Split (%) 41.3% 41.3% 41.3% 18.3% 58.7% 40.4% 40.4% Yellow Time (s) 4.8 4.8 4.8 3.5 5.2 5.3 5.3
All-Red Time (s) 1.0 1.0 1.0 0.5 0.5 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.8 5.8 5.8 4.0 5.7 5.8 5.8
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None Min Min Min
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 64.4
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Splits and Phases: 11: Haven Av. & SR-60 WB Ramps

5.1-28
4894
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 11: Haven Av. & SR-60 WB Ramps 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 134 9 461 300 1541 0 0 760 571 Future Volume (veh/h) 0 0 0 134 9 461 300 1541 0 0 760 571 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1700 1800 1800 1600 1800 0 0 1800 1800 Adj Flow Rate, veh/h 147 0 258 316 1622 0 0 800 436
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000
Cap, veh/h 704 0 332 422 2788 0 0 1721 534
Arrive On Green 0.22 0.00 0.22 0.14 0.57 0.00 0.00 0.35 0.35 Sat Flow, veh/h 3238 0 1525 2956 5076 0 0 5076 1525
Grp Volume(v), veh/h 147 0 258 316 1622 0 0 800 436
Grp Sat Flow(s),veh/h/ln 1619 0 1525 1478 1638 0 0 1638 1525 Q Serve(g_s), s 2.0 0.0 8.6 5.5 11.5 0.0 0.0 6.8 14.0
Cycle Q Clear(g_c), s 2.0 0.0 8.6 5.5 11.5 0.0 0.0 6.8 14.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 704 0 332 422 2788 0 0 1721 534
V/C Ratio(X) 0.21 0.00 0.78 0.75 0.58 0.00 0.00 0.46 0.82 Avail Cap(c_a), veh/h 1514 0 713 532 3492 0 0 2234 693
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 17.3 0.0 19.9 22.2 7.5 0.0 0.0 13.6 15.9 Incr Delay (d2), s/veh 0.1 0.0 3.9 4.4 0.1 0.0 0.0 0.1 4.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 2.9 1.9 2.2 0.0 0.0 1.9 4.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 17.4 0.0 23.8 26.6 7.6 0.0 0.0 13.7 20.4 LnGrp LOS B A C C AAABC
Approach Vol, veh/h 405 1938 1236
Approach Delay, s/veh 21.5 10.7 16.1
Approach LOS C B B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 36.4 11.7 24.7 17.5
Change Period (Y+Rc), s * 5.8 4.0 5.8 5.8
Max Green Setting (Gmax), s * 38 9.7 24.5 25.2
Max Q Clear Time (g_c+I1), s 13.5 7.5 16.0 10.6
Green Ext Time (p_c), s 8.0 0.2 2.9 1.2
Intersection Summary
HCM 6th Ctrl Delay 13.8
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-29
4895
Timings California Logistics Center (JN 14274)
12: Haven Av. & SR-60 EB Ramps 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 13
Lane Group EBL EBT EBR NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 893 7 198 948 338 556
Future Volume (vph) 893 7 198 948 338 556
Turn Type Split NA Perm NA Prot NA
Protected Phases 4 4 2 1 6
Permitted Phases 4
Detector Phase 444216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.8 10.8 10.8 26.7 9.6 29.7
Total Split (s) 31.0 31.0 31.0 29.0 15.0 44.0
Total Split (%) 41.3% 41.3% 41.3% 38.7% 20.0% 58.7%
Yellow Time (s) 4.8 4.8 4.8 5.2 3.5 5.2
All-Red Time (s) 1.0 1.0 1.0 0.5 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.8 5.8 5.8 5.7 4.0 5.7
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Recall Mode None None None Min None Min
Intersection Summary
Cycle Length: 75
Actuated Cycle Length: 72.6
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Splits and Phases: 12: Haven Av. & SR-60 EB Ramps

5.1-30
4896
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 12: Haven Av. & SR-60 EB Ramps 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 893 7 198 0 0 0 0 948 266 338 556 0 Future Volume (veh/h) 893 7 198 0 0 0 0 948 266 338 556 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1700 1800 1800 0 1800 1800 1600 1800 0 Adj Flow Rate, veh/h 945 0 67 0 998 216 356 585 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 0 0 000000
Cap, veh/h 1069 0 503 0 1196 258 437 2469 0
Arrive On Green 0.33 0.00 0.33 0.00 0.30 0.30 0.15 0.50 0.00 Sat Flow, veh/h 3238 0 1525 0 4197 871 2956 5076 0
Grp Volume(v), veh/h 945 0 67 0 810 404 356 585 0
Grp Sat Flow(s),veh/h/ln 1619 0 1525 0 1638 1630 1478 1638 0 Q Serve(g_s), s 18.9 0.0 2.1 0.0 15.9 15.9 8.0 4.6 0.0
Cycle Q Clear(g_c), s 18.9 0.0 2.1 0.0 15.9 15.9 8.0 4.6 0.0 Prop In Lane 1.00 1.00 0.00 0.53 1.00 0.00
Lane Grp Cap(c), veh/h 1069 0 503 0 971 483 437 2469 0
V/C Ratio(X) 0.88 0.00 0.13 0.00 0.83 0.84 0.82 0.24 0.00 Avail Cap(c_a), veh/h 1189 0 560 0 1112 553 474 2743 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 21.8 0.0 16.1 0.0 22.6 22.6 28.3 9.6 0.0 Incr Delay (d2), s/veh 7.6 0.0 0.1 0.0 4.4 8.6 9.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.3 0.0 0.7 0.0 5.8 6.3 3.1 1.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.4 0.0 16.2 0.0 27.0 31.2 38.3 9.7 0.0 LnGrp LOS C A B A C C D A A
Approach Vol, veh/h 1012 1214 941
Approach Delay, s/veh 28.5 28.4 20.5
Approach LOS C C C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 14.1 26.0 28.4 40.2
Change Period (Y+Rc), s 4.0 5.7 5.8 5.7
Max Green Setting (Gmax), s 11.0 23.3 25.2 38.3
Max Q Clear Time (g_c+I1), s 10.0 17.9 20.9 6.6
Green Ext Time (p_c), s 0.1 2.4 1.7 2.3
Intersection Summary
HCM 6th Ctrl Delay 26.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

5.1-31
4897
Timings California Logistics Center (JN 14274)
9: Haven Av. & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 333 202 292 289 74 96 1584 252 77 975 424 Future Volume (vph) 333 202 292 289 74 96 1584 252 77 975 424 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7438 52 16
Permitted Phases 8 2 6
Detector Phase 74388522166
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 42.8 9.6 15.8 15.8 9.6 36.5 36.5 9.6 35.5 35.5 Total Split (s) 25.0 42.8 20.0 37.8 37.8 19.3 50.2 50.2 17.0 47.9 47.9 Total Split (%) 19.2% 32.9% 15.4% 29.1% 29.1% 14.8% 38.6% 38.6% 13.1% 36.8% 36.8% Yellow Time (s) 3.6 4.8 3.6 4.8 4.8 3.6 5.5 5.5 3.6 5.5 5.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 4.6 5.8 5.8 4.6 6.5 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 101.6
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Splits and Phases: 9: Haven Av. & Jurupa St.

5.1-32
4898
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 9: Haven Av. & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 333 202 112 292 289 74 96 1584 252 77 975 424 Future Volume (veh/h) 333 202 112 292 289 74 96 1584 252 77 975 424 Initial Q (Qb), veh 000000000000
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 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 351 213 93 307 304 52 101 1667 150 81 1026 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 429 511 204 380 451 201 126 2468 608 101 2373 Arrive On Green 0.15 0.15 0.15 0.13 0.13 0.13 0.08 0.40 0.40 0.06 0.38 0.00 Sat Flow, veh/h 2956 3444 1377 2956 3420 1525 1619 6192 1525 1619 6192 1525 Grp Volume(v), veh/h 351 202 104 307 304 52 101 1667 150 81 1026 0 Grp Sat Flow(s),veh/h/ln 1478 1638 1545 1478 1710 1525 1619 1548 1525 1619 1548 1525 Q Serve(g_s), s 9.5 4.6 5.1 8.3 6.9 2.5 5.0 18.2 5.4 4.1 10.1 0.0 Cycle Q Clear(g_c), s 9.5 4.6 5.1 8.3 6.9 2.5 5.0 18.2 5.4 4.1 10.1 0.0 Prop In Lane 1.00 0.89 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 429 486 229 380 451 201 126 2468 608 101 2373 V/C Ratio(X) 0.82 0.41 0.46 0.81 0.67 0.26 0.80 0.68 0.25 0.80 0.43 Avail Cap(c_a), veh/h 735 1477 697 555 1334 595 290 3298 812 245 3124 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 0.00 Uniform Delay (d), s/veh 34.0 31.7 31.9 34.8 33.9 32.0 37.2 20.3 16.5 38.0 18.7 0.0 Incr Delay (d2), s/veh 1.5 0.6 1.4 3.4 1.8 0.7 4.4 0.3 0.2 5.4 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 1.7 1.9 3.0 2.8 0.9 2.0 5.6 1.7 1.6 3.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.5 32.3 33.3 38.2 35.7 32.7 41.6 20.6 16.7 43.4 18.8 0.0 LnGrp LOS DCCDDCDCBDB
Approach Vol, veh/h 657 663 1918 1107 A
Approach Delay, s/veh 34.2 36.6 21.4 20.6
Approach LOS CDCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.7 39.2 15.2 18.0 11.0 37.9 16.5 16.6 Change Period (Y+Rc), s 4.6 6.5 4.6 5.8 4.6 6.5 4.6 5.8 Max Green Setting (Gmax), s 12.4 43.7 15.4 37.0 14.7 41.4 20.4 32.0 Max Q Clear Time (g_c+I1), s 6.1 20.2 10.3 7.1 7.0 12.1 11.5 8.9 Green Ext Time (p_c), s 0.0 12.5 0.3 1.8 0.1 7.0 0.5 1.9 Intersection Summary
HCM 6th Ctrl Delay 25.5
HCM 6th LOS C
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

5.1-33
4899
HCM 6th TWSC California Logistics Center (JN 14274)
13: Driveway 3 & E. Airport Dr. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 8
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 744 7 13 452 0401000
Future Vol, veh/h 0 744 7 13 452 0401000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 240 - - 210 --------
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, % 0 00000000000
Mvmt Flow 0 809 8 14 491 0401000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 491 0 0 817 0 0 1037 1332 409 924 1336 246 Stage 1 - - - - - - 813 813 - 519 519 -
Stage 2 - - - - - - 224 519 - 405 817 -
Critical Hdwy 5.3 - - 4.1 - - 6.95 6.5 6.9 6.95 6.5 7.1 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 7.3 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.7 5.5 - 6.5 5.5 -
Follow-up Hdwy 3.1 - - 2.2 - - 3.65 4 3.3 3.65 4 3.9
Pot Cap-1 Maneuver 691 - - 820 - - 215 156 597 255 155 647 Stage 1 - - - - - - 334 395 - 443 536 -
Stage 2 - - - - - - 727 536 - 579 393 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 691 - - 820 - - 212 153 597 251 152 647 Mov Cap-2 Maneuver - - - - - - 212 153 - 251 152 -
Stage 1 - - - - - - 334 395 - 443 527 -
Stage 2 - - - - - - 715 527 - 578 393 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.3 20.2 0

HCM LOS C A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 243 691 - - 820 - - -
HCM Lane V/C Ratio 0.022 - - - 0.017 - - -
HCM Control Delay (s) 20.2 0 - - 9.5 - - 0
HCM Lane LOS C A - - A - - A
HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - -

5.1-34
4900
HCM 6th TWSC California Logistics Center (JN 14274)
14: Driveway 4 & E. Airport Dr. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 9
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 732 14 0 465 0 8
Future Vol, veh/h 732 14 0 465 0 8
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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, % 0 00000
Mvmt Flow 796 15 0 505 0 9
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 406
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 6.9
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.3
Pot Cap-1 Maneuver - - 0 - 0 600
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 600
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Control Delay, s 0 0 11.1

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 600 - - -
HCM Lane V/C Ratio 0.014 - - -
HCM Control Delay (s) 11.1 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0 - - -

5.1-35
4901
HCM 6th TWSC California Logistics Center (JN 14274)
15: Driveway 5 & E. Airport Dr. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 10
Intersection
Int Delay, s/veh 0.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 710 30 0 465 0 19
Future Vol, veh/h 710 30 0 465 0 19
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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, % 0 00000
Mvmt Flow 772 33 0 505 0 21
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 403
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 6.9
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.3
Pot Cap-1 Maneuver - - 0 - 0 603
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 603
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Control Delay, s 0 0 11.2

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 603 - - -
HCM Lane V/C Ratio 0.034 - - -
HCM Control Delay (s) 11.2 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.1 - - -

5.1-36
4902
HCM 6th TWSC California Logistics Center (JN 14274)
16: Driveway 6 & La Salle St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 11
Intersection
Int Delay, s/veh 1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 22 3 4 15 1 1
Future Vol, veh/h 22 3 4 15 1 1
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 200 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 24 3 4 16 1 1
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 27 0 42 14
Stage 1 - - - - 26 -
Stage 2 - - - - 16 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1600 - 970 1069
Stage 1 - - - - 999 -
Stage 2 - - - - 1010 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1600 - 968 1069
Mov Cap-2 Maneuver - - - - 941 -
Stage 1 - - - - 999 -
Stage 2 - - - - 1008 -
Approach EB WB NB
HCM Control Delay, s 0 1.5 8.6

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1001 - - 1600 -
HCM Lane V/C Ratio 0.002 - - 0.003 -
HCM Control Delay (s) 8.6 - - 7.3 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -

5.1-37
4903
HCM 6th TWSC California Logistics Center (JN 14274)
17: Driveway 7 & La Salle St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 12
Intersection
Int Delay, s/veh 1.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 20 3 6 18 2 3
Future Vol, veh/h 20 3 6 18 2 3
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 200 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 22 3 7 20 2 3
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 25 0 48 13
Stage 1 - - - - 24 -
Stage 2 - - - - 24 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1603 - 962 1070
Stage 1 - - - - 1001 -
Stage 2 - - - - 1001 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1603 - 958 1070
Mov Cap-2 Maneuver - - - - 935 -
Stage 1 - - - - 1001 -
Stage 2 - - - - 997 -
Approach EB WB NB
HCM Control Delay, s 0 1.8 8.6

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1012 - - 1603 -
HCM Lane V/C Ratio 0.005 - - 0.004 -
HCM Control Delay (s) 8.6 - - 7.3 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -

5.1-38
4904
HCM 6th TWSC California Logistics Center (JN 14274)
18: La Salle St. & Driveway 8 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 13
Intersection
Int Delay, s/veh 1.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 3 21 17 14 1 7
Future Vol, veh/h 3 21 17 14 1 7
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 200 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 3 23 18 15 1 8
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 33 0 - 0 44 17
Stage 1 - - - - 26 -
Stage 2 - - - - 18 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1592 - - - 967 1064
Stage 1 - - - - 999 -
Stage 2 - - - - 1008 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1592 - - - 965 1064
Mov Cap-2 Maneuver - - - - 939 -
Stage 1 - - - - 997 -
Stage 2 - - - - 1008 -
Approach EB WB SB
HCM Control Delay, s 0.9 0 8.5

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1592 - - - 1047
HCM Lane V/C Ratio 0.002 - - - 0.008
HCM Control Delay (s) 7.3 - - - 8.5
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0

5.1-39
4905
HCM 6th TWSC California Logistics Center (JN 14274)
19: La Salle St. & Driveway 9 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 14
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 33 72 1 1 1
Future Vol, veh/h 1 33 72 1 1 1
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 200 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1 36 78 1 1 1
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 79 0 - 0 99 40
Stage 1 - - - - 79 -
Stage 2 - - - - 20 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1532 - - - 895 1029
Stage 1 - - - - 941 -
Stage 2 - - - - 1006 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1532 - - - 894 1029
Mov Cap-2 Maneuver - - - - 887 -
Stage 1 - - - - 940 -
Stage 2 - - - - 1006 -
Approach EB WB SB
HCM Control Delay, s 0.2 0 8.8

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1532 - - - 953
HCM Lane V/C Ratio 0.001 - - - 0.002
HCM Control Delay (s) 7.4 - - - 8.8
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0

5.1-40
4906
HCM 6th TWSC California Logistics Center (JN 14274)
20: Jurupa St. & Driveway 10 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 15
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 532 651 8 0 2
Future Vol, veh/h 0 532 651 8 0 2
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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, % 0 00000
Mvmt Flow 0 578 708 9 0 2
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 359
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 6.9
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.3
Pot Cap-1 Maneuver 0 - - - 0 643
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 643
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 10.6

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 643
HCM Lane V/C Ratio - - - 0.003
HCM Control Delay (s) - - - 10.6
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0

5.1-41
4907
HCM 6th TWSC California Logistics Center (JN 14274)
21: Jurupa St. & Driveway 11 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 16
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 532 655 8 0 3
Future Vol, veh/h 0 532 655 8 0 3
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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, % 0 00000
Mvmt Flow 0 578 712 9 0 3
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 361
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 6.9
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.3
Pot Cap-1 Maneuver 0 - - - 0 641
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 641
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 10.6

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 641
HCM Lane V/C Ratio - - - 0.005
HCM Control Delay (s) - - - 10.6
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0

5.1-42
4908
Timings California Logistics Center (JN 14274)
22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy. 01/08/2022 E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 17
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 151 205 111 2 205 29 71 16 27 50 167 Future Volume (vph) 151 205 111 2 205 29 71 16 27 50 167 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA pm+ov Protected Phases 7 4 3 8 52167
Permitted Phases 4 8 6
Detector Phase 74438852167
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 5.0 Minimum Split (s) 9.6 25.8 25.8 9.6 36.8 36.8 9.6 34.8 9.6 38.8 9.6 Total Split (s) 29.0 58.0 58.0 10.0 39.0 39.0 11.0 40.0 12.0 41.0 29.0 Total Split (%) 24.2% 48.3% 48.3% 8.3% 32.5% 32.5% 9.2% 33.3% 10.0% 34.2% 24.2% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.8 3.6 4.8 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 64.7
Natural Cycle: 95
Control Type: Actuated-Uncoordinated
Splits and Phases: 22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy.

5.1-43
4909
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy. 01/08/2022 E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 151 205 111 2 205 29 71 16 0 27 50 167 Future Volume (veh/h) 151 205 111 2 205 29 71 16 0 27 50 167 Initial Q (Qb), veh 000000000000
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 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1700 Adj Flow Rate, veh/h 182 247 133 2 247 23 86 19 0 33 60 142 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, % 000000000000
Cap, veh/h 227 1138 508 4 667 298 112 760 0 59 649 837
Arrive On Green 0.14 0.33 0.33 0.00 0.20 0.20 0.07 0.22 0.00 0.04 0.19 0.19 Sat Flow, veh/h 1619 3420 1525 1619 3420 1525 1619 3510 0 1619 3420 2536 Grp Volume(v), veh/h 182 247 133 2 247 23 86 19 0 33 60 142 Grp Sat Flow(s),veh/h/ln 1619 1710 1525 1619 1710 1525 1619 1710 0 1619 1710 1268 Q Serve(g_s), s 5.6 2.7 3.3 0.1 3.2 0.6 2.7 0.2 0.0 1.0 0.7 2.0 Cycle Q Clear(g_c), s 5.6 2.7 3.3 0.1 3.2 0.6 2.7 0.2 0.0 1.0 0.7 2.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 227 1138 508 4 667 298 112 760 0 59 649 837 V/C Ratio(X) 0.80 0.22 0.26 0.45 0.37 0.08 0.77 0.03 0.00 0.56 0.09 0.17 Avail Cap(c_a), veh/h 771 3483 1554 171 2215 988 202 2282 0 234 2349 2097 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 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.3 12.3 12.5 25.5 17.9 16.9 23.5 15.6 0.0 24.3 17.1 12.2 Incr Delay (d2), s/veh 2.5 0.1 0.3 24.4 0.3 0.1 4.2 0.0 0.0 3.0 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.8 0.9 0.1 1.1 0.2 1.0 0.1 0.0 0.4 0.2 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.8 12.4 12.8 49.9 18.2 17.0 27.7 15.6 0.0 27.3 17.2 12.3 LnGrp LOS C B B D B B C B A C B B
Approach Vol, veh/h 562 272 105 235
Approach Delay, s/veh 16.2 18.4 25.5 15.6
Approach LOS B B C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.5 17.2 4.7 22.9 8.1 15.5 11.8 15.8 Change Period (Y+Rc), s 4.6 5.8 4.6 5.8 4.6 5.8 4.6 5.8 Max Green Setting (Gmax), s 7.4 34.2 5.4 52.2 6.4 35.2 24.4 33.2 Max Q Clear Time (g_c+I1), s 3.0 2.2 2.1 5.3 4.7 4.0 7.6 5.2 Green Ext Time (p_c), s 0.0 0.1 0.0 1.9 0.0 0.9 0.2 1.5 Intersection Summary
HCM 6th Ctrl Delay 17.4
HCM 6th LOS B

5.1-44
4910
HCM 6th TWSC California Logistics Center (JN 14274)
23: Carnegie Av. & Driveway 12 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 19
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 0 1 0 0 1 5 81 1 3 136 23
Future Vol, veh/h 6 0 1 0 0 1 5 81 1 3 136 23
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 200 - - 200 - -
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 0 00000000000
Mvmt Flow 7 0 1 0 0 1 5 88 1 3 148 25
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 221 266 87 179 278 45 173 0 0 89 0 0 Stage 1 167 167 - 99 99 -------
Stage 2 54 99 - 80 179 -------
Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 721 643 961 772 633 1022 1416 - - 1519 - - Stage 1 824 764 - 902 817 -------
Stage 2 958 817 - 925 755 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 717 639 961 768 629 1022 1416 - - 1519 - - Mov Cap-2 Maneuver 767 696 - 817 687 -------
Stage 1 821 762 - 898 814 -------
Stage 2 954 814 - 922 753 -------
Approach EB WB NB SB
HCM Control Delay, s 9.6 8.5 0.4 0.1

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1416 - - 790 1022 1519 - -
HCM Lane V/C Ratio 0.004 - - 0.01 0.001 0.002 - -
HCM Control Delay (s) 7.6 - - 9.6 8.5 7.4 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0 0 0 - -

5.1-45
4911
HCM 6th TWSC California Logistics Center (JN 14274)
24: Carnegie Av. & Driveway 13 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 20
Intersection
Int Delay, s/veh 0.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 2 84 1 7 131
Future Vol, veh/h 0 2 84 1 7 131
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 200 -
Veh in Median Storage, # 2 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 0 2 91 1 8 142
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 179 46 0 0 92 0
Stage 1 92 -----
Stage 2 87 -----
Critical Hdwy 6.8 6.9 - - 4.1 -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 799 1020 - - 1515 -
Stage 1 927 -----
Stage 2 932 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 795 1020 - - 1515 -
Mov Cap-2 Maneuver 838 -----
Stage 1 927 -----
Stage 2 927 -----
Approach WB NB SB
HCM Control Delay, s 8.5 0 0.4

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 1020 1515 -
HCM Lane V/C Ratio - - 0.002 0.005 -
HCM Control Delay (s) - - 8.5 7.4 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -

5.1-46
4912
HCM 6th TWSC California Logistics Center (JN 14274)
25: Carnegie Av. & Driveway 14 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 21
Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 1 14 82 126 5
Future Vol, veh/h 3 1 14 82 126 5
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 3 1 15 89 137 5
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 215 71 142 0 - 0
Stage 1 140 -----
Stage 2 75 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 759 983 1453 - - -
Stage 1 878 -----
Stage 2 945 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 751 983 1453 - - -
Mov Cap-2 Maneuver 804 -----
Stage 1 869 -----
Stage 2 945 -----
Approach EB NB SB
HCM Control Delay, s 9.3 1.1 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1453 - 842 - -
HCM Lane V/C Ratio 0.01 - 0.005 - -
HCM Control Delay (s) 7.5 - 9.3 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0 - -

5.1-47
4913
HCM 6th AWSC California Logistics Center (JN 14274)
26: Carnegie Av. & Driveway 15/Santa Ana St. 01/08/2022 E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 22
Intersection
Intersection Delay, s/veh 8.2
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 0 1 7 0 31 11 63 30 41 84 3
Future Vol, veh/h 2 0 1 7 0 31 11 63 30 41 84 3
Peak Hour Factor 0.92 0.92 0.92 0.64 0.92 0.64 0.92 0.64 0.64 0.64 0.64 0.92 Heavy Vehicles, % 000000000000
Mvmt Flow 2 0 1 11 0 48 12 98 47 64 131 3
Number of Lanes 010111120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3133
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3313
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3331
HCM Control Delay 8.4 7.7 8.1 8.4

HCM LOS AAAA

Lane NBLn1 NBLn2 NBLn3 EBLn1 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 67% 100% 4% 0% 100% 0% 0%
Vol Thru, % 0% 100% 41% 0% 0% 0% 0% 0% 100% 90%
Vol Right, % 0% 0% 59% 33% 0% 96% 100% 0% 0% 10%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 11 42 51 3 6 16 16 41 56 31
LT Vol 11 0 0 2 6 1 0 41 0 0
Through Vol 0 42 21 0 0 0 0 0 56 28
RT Vol 0 0 30 1 0 15 16 0 0 3
Lane Flow Rate 12 66 80 3 10 25 25 64 88 47
Geometry Grp 8888777888
Degree of Util (X) 0.018 0.092 0.103 0.005 0.016 0.032 0.032 0.097 0.121 0.064 Departure Headway (Hd) 5.559 5.058 4.646 5.604 5.8 4.655 4.603 5.466 4.965 4.897 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 645 710 772 639 618 770 779 657 724 733
Service Time 3.28 2.779 2.367 3.336 3.523 2.378 2.326 3.186 2.685 2.618 HCM Lane V/C Ratio 0.019 0.093 0.104 0.005 0.016 0.032 0.032 0.097 0.122 0.064 HCM Control Delay 8.4 8.3 7.9 8.4 8.6 7.5 7.5 8.8 8.4 8 HCM Lane LOS AAAAAAAAAA
HCM 95th-tile Q 0.1 0.3 0.3 0 0 0.1 0.1 0.3 0.4 0.2

5.1-48
4914
HCM 6th TWSC California Logistics Center (JN 14274)
27: Carnegie Av. & Driveway 16 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 23
Intersection
Int Delay, s/veh 2.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 12 18 40 91 81 11
Future Vol, veh/h 12 18 40 91 81 11
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 13 20 43 99 88 12
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 230 50 100 0 - 0
Stage 1 94 -----
Stage 2 136 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 743 1014 1505 - - -
Stage 1 925 -----
Stage 2 882 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 721 1014 1505 - - -
Mov Cap-2 Maneuver 791 -----
Stage 1 898 -----
Stage 2 882 -----
Approach EB NB SB
HCM Control Delay, s 9.1 2.3 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1505 - 911 - -
HCM Lane V/C Ratio 0.029 - 0.036 - -
HCM Control Delay (s) 7.5 - 9.1 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0.1 - 0.1 - -

5.1-49
4915
HCM 6th TWSC California Logistics Center (JN 14274)
28: Carnegie Av. & Driveway 17 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 24
Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 5 9 130 86 13
Future Vol, veh/h 1 5 9 130 86 13
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1 5 10 141 93 14
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 191 54 107 0 - 0
Stage 1 100 -----
Stage 2 91 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 786 1008 1497 - - -
Stage 1 919 -----
Stage 2 928 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 780 1008 1497 - - -
Mov Cap-2 Maneuver 829 -----
Stage 1 913 -----
Stage 2 928 -----
Approach EB NB SB
HCM Control Delay, s 8.7 0.5 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1497 - 973 - -
HCM Lane V/C Ratio 0.007 - 0.007 - -
HCM Control Delay (s) 7.4 - 8.7 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0 - -

5.1-50
4916
HCM 6th AWSC California Logistics Center (JN 14274)
29: Carnegie Av. & La Salle St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 25
Intersection
Intersection Delay, s/veh 7.5
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 17 16 39 121 58 33
Future Vol, veh/h 17 16 39 121 58 33
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 000000
Mvmt Flow 18 17 42 132 63 36
Number of Lanes 111220
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 2 3
Conflicting Approach Left SB EB
Conflicting Lanes Left 2 2 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 3 0 2
HCM Control Delay 7.9 7.3 7.7

HCM LOS A A A

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 100% 0% 0% 0%
Vol Thru, % 0% 100% 100% 0% 0% 100% 37%
Vol Right, % 0% 0% 0% 0% 100% 0% 63%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 39 61 61 17 16 39 52
LT Vol 39 0 0 17 0 0 0
Through Vol 0 61 61 0 0 39 19
RT Vol 0 0 0 0 16 0 33
Lane Flow Rate 42 66 66 18 17 42 57
Geometry Grp 8888888
Degree of Util (X) 0.061 0.086 0.055 0.029 0.021 0.057 0.07 Departure Headway (Hd) 5.2 4.699 2.998 5.636 4.435 4.898 4.456 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 680 751 1164 639 811 735 808
Service Time 2.999 2.498 0.795 3.34 2.139 2.601 2.159
HCM Lane V/C Ratio 0.062 0.088 0.057 0.028 0.021 0.057 0.071 HCM Control Delay 8.3 7.9 6 8.5 7.2 7.9 7.5
HCM Lane LOS AAAAAAA
HCM 95th-tile Q 0.2 0.3 0.2 0.1 0.1 0.2 0.2

5.1-51
4917
HCM 6th TWSC California Logistics Center (JN 14274)
30: Carnegie Av. & Driveway 18 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 26
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 2 1 160 12 0 74
Future Vol, veh/h 2 1 160 12 0 74
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 200 -
Veh in Median Storage, # 2 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 2 1 174 13 0 80
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 221 94 0 0 187 0
Stage 1 181 -----
Stage 2 40 -----
Critical Hdwy 6.8 6.9 - - 4.1 -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 753 951 - - 1399 -
Stage 1 838 -----
Stage 2 983 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 753 951 - - 1399 -
Mov Cap-2 Maneuver 788 -----
Stage 1 838 -----
Stage 2 983 -----
Approach WB NB SB
HCM Control Delay, s 9.3 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 836 1399 -
HCM Lane V/C Ratio - - 0.004 - -
HCM Control Delay (s) - - 9.3 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -

5.1-52
4918
Timings California Logistics Center (JN 14274)
31: Carnegie Av. & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 27
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 101 602 6 697 100 8 3 22 59
Future Volume (vph) 101 602 6 697 100 8 3 22 59
Turn Type Perm NA Perm NA Perm Perm Perm Perm Perm
Protected Phases 4 8
Permitted Phases 4 8 82266
Detector Phase 448882266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 26.8 26.8 26.8 26.8 26.8 33.6 33.6 34.8 34.8 Total Split (s) 81.0 81.0 81.0 81.0 81.0 39.0 39.0 39.0 39.0 Total Split (%) 67.5% 67.5% 67.5% 67.5% 67.5% 32.5% 32.5% 32.5% 32.5% Yellow Time (s) 4.8 4.8 4.8 4.8 4.8 3.6 3.6 4.8 4.8
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.8 5.8 5.8 5.8 5.8 4.6 4.6 5.8 5.8 Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 33.8
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 31: Carnegie Av. & Jurupa St.

5.1-53
4919
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 31: Carnegie Av. & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 28
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 101 602 3 6 697 100 8 0 3 22 0 59 Future Volume (veh/h) 101 602 3 6 697 100 8 0 3 22 0 59 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 112 669 3 7 774 111 9 0 2 24 0 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, % 000000000000
Cap, veh/h 471 2682 12 572 1817 800 352 165 139 358 165 140 Arrive On Green 0.53 0.53 0.53 0.53 0.53 0.53 0.09 0.00 0.09 0.09 0.00 0.09 Sat Flow, veh/h 602 5049 23 734 3420 1506 1293 1800 1523 1353 1800 1525 Grp Volume(v), veh/h 112 434 238 7 774 111 9 0 2 24 0 56 Grp Sat Flow(s),veh/h/ln 602 1638 1795 734 1710 1506 1293 1800 1523 1353 1800 1525 Q Serve(g_s), s 4.3 2.2 2.2 0.2 4.2 1.1 0.2 0.0 0.0 0.5 0.0 1.1 Cycle Q Clear(g_c), s 8.5 2.2 2.2 2.4 4.2 1.1 0.2 0.0 0.0 0.5 0.0 1.1 Prop In Lane 1.00 0.01 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 471 1740 954 572 1817 800 352 165 139 358 165 140 V/C Ratio(X) 0.24 0.25 0.25 0.01 0.43 0.14 0.03 0.00 0.01 0.07 0.00 0.40 Avail Cap(c_a), veh/h 1624 8010 4390 1977 8362 3683 1680 2013 1703 1695 1943 1647 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 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 6.9 3.9 3.9 4.5 4.4 3.6 12.8 0.0 12.7 12.9 0.0 13.2 Incr Delay (d2), s/veh 0.3 0.1 0.1 0.0 0.2 0.1 0.0 0.0 0.0 0.1 0.0 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.1 0.2 0.0 0.3 0.1 0.0 0.0 0.0 0.1 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 7.2 4.0 4.0 4.5 4.5 3.7 12.8 0.0 12.7 13.0 0.0 15.0 LnGrp LOS AAAAAABABBAB
Approach Vol, veh/h 784 892 11 80
Approach Delay, s/veh 4.4 4.4 12.8 14.4
Approach LOS AABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 8.6 22.1 8.6 22.1
Change Period (Y+Rc), s * 5.8 5.8 5.8 5.8
Max Green Setting (Gmax), s * 34 75.2 33.2 75.2
Max Q Clear Time (g_c+I1), s 2.2 10.5 3.1 6.2
Green Ext Time (p_c), s 0.0 5.8 0.2 6.2
Intersection Summary
HCM 6th Ctrl Delay 4.9
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-54
4920
HCM 6th TWSC California Logistics Center (JN 14274)
32: Driveway 19 & Santa Ana St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 29
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 6 55 10 0 34 5200002
Future Vol, veh/h 6 55 10 0 34 5200002
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 200 - - 200 --------
Veh in Median Storage, # - 0 - - 0 - - 2 - - 2 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 0 00000000000
Mvmt Flow 7 60 11 0 37 5200002
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 42 0 0 71 0 0 99 122 36 84 125 21
Stage 1 - - - - - - 80 80 - 40 40 -
Stage 2 - - - - - - 19 42 - 44 85 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1580 - - 1542 - - 878 772 1035 899 769 1058 Stage 1 - - - - - - 925 832 - 976 866 -
Stage 2 - ----- 1003 864 - 970 828 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1580 - - 1542 - - 874 769 1035 896 766 1058 Mov Cap-2 Maneuver - - - - - - 870 774 - 896 773 -
Stage 1 - - - - - - 921 829 - 972 866 -
Stage 2 - ----- 1001 864 - 966 825 -
Approach EB WB NB SB
HCM Control Delay, s 0.6 0 9.1 8.4

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 870 1580 - - 1542 - - 1058
HCM Lane V/C Ratio 0.002 0.004 ----- 0.002
HCM Control Delay (s) 9.1 7.3 - - 0 - - 8.4
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0

5.1-55
4921
HCM 6th TWSC California Logistics Center (JN 14274)
33: Driveway 20 & Santa Ana St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 30
Intersection
Int Delay, s/veh 2.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 27 18 4 27 8 3 0 11 0 0 9
Future Vol, veh/h 10 27 18 4 27 8 3 0 11 0 0 9
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 200 - - 200 --------
Veh in Median Storage, # - 0 - - 0 - - 2 - - 2 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 0 00000000000
Mvmt Flow 11 29 20 4 29 9 3 0 12 0 0 10
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 38 0 0 49 0 0 84 107 25 79 113 19
Stage 1 - - - - - - 61 61 - 42 42 -
Stage 2 - - - - - - 23 46 - 37 71 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1585 - - 1571 - - 899 787 1052 906 781 1061 Stage 1 - - - - - - 949 848 - 973 864 -
Stage 2 - - - - - - 998 861 - 980 840 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1585 - - 1571 - - 885 779 1052 889 773 1061 Mov Cap-2 Maneuver - - - - - - 883 781 - 890 777 -
Stage 1 - - - - - - 942 842 - 966 861 -
Stage 2 - - - - - - 986 858 - 962 834 -
Approach EB WB NB SB
HCM Control Delay, s 1.3 0.7 8.6 8.4

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 1011 1585 - - 1571 - - 1061
HCM Lane V/C Ratio 0.015 0.007 - - 0.003 - - 0.009
HCM Control Delay (s) 8.6 7.3 - - 7.3 - - 8.4
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0

5.1-56
4922
HCM 6th TWSC California Logistics Center (JN 14274)
34: Commerce Pkwy. & Driveway 21 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 31
Intersection
Int Delay, s/veh 0
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 2 0 236 217 8
Future Vol, veh/h 0 2 0 236 217 8
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 2 0 257 236 9
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 123 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 774 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 774 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 9.7 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 774 - -
HCM Lane V/C Ratio - 0.003 - -
HCM Control Delay (s) - 9.7 - -
HCM Lane LOS - A - -
HCM 95th %tile Q(veh) - 0 - -

5.1-57
4923
HCM 6th TWSC California Logistics Center (JN 14274)
35: Commerce Pkwy. & Driveway 22 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 32
Intersection
Int Delay, s/veh 0.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 7 0 236 216 4
Future Vol, veh/h 0 7 0 236 216 4
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 8 0 257 235 4
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 120 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 777 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 777 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 9.7 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 777 - -
HCM Lane V/C Ratio - 0.01 - -
HCM Control Delay (s) - 9.7 - -
HCM Lane LOS - A - -
HCM 95th %tile Q(veh) - 0 - -

5.1-58
4924
HCM 6th TWSC California Logistics Center (JN 14274)
36: Commerce Pkwy. & Driveway 23 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 33
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 2 235 6 0 222
Future Vol, veh/h 0 2 235 6 0 222
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 2 255 7 0 241
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 131 0 0 - -
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 765 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 765 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 9.7 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 765 -
HCM Lane V/C Ratio - - 0.003 -
HCM Control Delay (s) - - 9.7 -
HCM Lane LOS - - A -
HCM 95th %tile Q(veh) - - 0 -

5.1-59
4925
HCM 6th AWSC California Logistics Center (JN 14274)
37: Commerce Pkwy. & Santa Ana St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 34
Intersection
Intersection Delay, s/veh 9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 22 10 1 6 35 30 200 23 111 110 3
Future Vol, veh/h 6 22 10 1 6 35 30 200 23 111 110 3
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 000000000000
Mvmt Flow 6 23 11 1 6 37 32 211 24 117 116 3
Number of Lanes 120120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3333
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3333
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3333
HCM Control Delay 8.7 8.4 9 9.2

HCM LOS AAAA

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 0% 100% 0% 0% 100% 0%
Vol Thru, % 0% 100% 74% 0% 100% 42% 0% 100% 5% 0% 100%
Vol Right, % 0% 0% 26% 0% 0% 58% 0% 0% 95% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 30 133 90 6 15 17 1 4 37 111 73
LT Vol 30 0 0 6 0 0 1 0 0 111 0
Through Vol 0 133 67 0 15 7 0 4 2 0 73
RT Vol 0 0 23 0 0 10 0 0 35 0 0
Lane Flow Rate 32 140 94 6 15 18 1 4 39 117 77
Geometry Grp 88888888888
Degree of Util (X) 0.05 0.203 0.132 0.011 0.025 0.028 0.002 0.007 0.056 0.186 0.112 Departure Headway (Hd) 5.712 5.212 5.032 6.359 5.859 5.456 6.358 5.858 5.195 5.744 5.244 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 626 688 711 561 608 653 561 608 685 623 682
Service Time 3.456 2.956 2.776 4.123 3.623 3.219 4.121 3.621 2.959 3.492 2.992 HCM Lane V/C Ratio 0.051 0.203 0.132 0.011 0.025 0.028 0.002 0.007 0.057 0.188 0.113 HCM Control Delay 8.8 9.3 8.5 9.2 8.8 8.4 9.1 8.7 8.3 9.8 8.7 HCM Lane LOS AAAAAAAAAAA
HCM 95th-tile Q 0.2 0.8 0.5 0 0.1 0.1 0 0 0.2 0.7 0.4

5.1-60
4926
HCM 6th TWSC California Logistics Center (JN 14274)
38: Commerce Pkwy. & Driveway 24 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 35
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 8 0 253 105 16
Future Vol, veh/h 0 8 0 253 105 16
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 9 0 275 114 17
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 66 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 6.9 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.3 ----
Pot Cap-1 Maneuver 0 991 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 991 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 8.7 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 991 - -
HCM Lane V/C Ratio - 0.009 - -
HCM Control Delay (s) - 8.7 - -
HCM Lane LOS - A - -
HCM 95th %tile Q(veh) - 0 - -

5.1-61
4927
HCM 6th TWSC California Logistics Center (JN 14274)
39: Commerce Pkwy. & Driveway 25 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 36
Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 23 15 237 46 4 109
Future Vol, veh/h 23 15 237 46 4 109
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 200 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 25 16 258 50 4 118
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 350 154 0 0 308 0
Stage 1 283 -----
Stage 2 67 -----
Critical Hdwy 6.25 7.1 - - 5.3 -
Critical Hdwy Stg 1 6.6 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.65 3.9 - - 3.1 -
Pot Cap-1 Maneuver 638 740 - - 840 -
Stage 1 675 -----
Stage 2 916 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 635 740 - - 840 -
Mov Cap-2 Maneuver 635 -----
Stage 1 675 -----
Stage 2 911 -----
Approach WB NB SB
HCM Control Delay, s 10.7 0 0.3

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 673 840 -
HCM Lane V/C Ratio - - 0.061 0.005 -
HCM Control Delay (s) - - 10.7 9.3 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.2 0 -

5.1-62
4928
HCM 6th TWSC California Logistics Center (JN 14274)
40: Commerce Pkwy. & Driveway 26 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 37
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 2 281 10 0 131
Future Vol, veh/h 0 2 281 10 0 131
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 2 305 11 0 142
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 158 0 0 - -
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 735 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 735 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 9.9 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 735 -
HCM Lane V/C Ratio - - 0.003 -
HCM Control Delay (s) - - 9.9 -
HCM Lane LOS - - A -
HCM 95th %tile Q(veh) - - 0 -

5.1-63
4929
Timings California Logistics Center (JN 14274)
41: Commerce Pkwy. & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 38
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 102 510 18 752 190 13 5 83 4 38
Future Volume (vph) 102 510 18 752 190 13 5 83 4 38
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 7438 5216
Permitted Phases 8 6
Detector Phase 7438852166
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 29.8 9.6 29.8 29.8 9.6 33.6 9.6 26.8 26.8 Total Split (s) 21.0 59.0 13.0 51.0 51.0 12.0 36.0 12.0 36.0 36.0 Total Split (%) 17.5% 49.2% 10.8% 42.5% 42.5% 10.0% 30.0% 10.0% 30.0% 30.0% Yellow Time (s) 3.6 4.8 3.6 4.8 4.8 3.6 3.6 3.6 4.8 4.8 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 4.6 5.8 5.8 4.6 4.6 4.6 5.8 5.8 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 67.2
Natural Cycle: 85
Control Type: Actuated-Uncoordinated
Splits and Phases: 41: Commerce Pkwy. & Jurupa St.

5.1-64
4930
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 41: Commerce Pkwy. & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 39
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 102 510 13 18 752 190 13 5 31 83 4 38 Future Volume (veh/h) 102 510 13 18 752 190 13 5 31 83 4 38 Initial Q (Qb), veh 000000000000
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 1700 1800 1800 1700 1800 1800 1700 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 111 554 13 20 817 0 14 5 23 90 4 34 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, % 000000000000
Cap, veh/h 139 2012 47 39 1181 28 36 164 200 320 271
Arrive On Green 0.09 0.41 0.41 0.02 0.35 0.00 0.02 0.13 0.13 0.07 0.18 0.18 Sat Flow, veh/h 1619 4940 116 1619 3420 1525 1619 280 1288 2956 1800 1525 Grp Volume(v), veh/h 111 367 200 20 817 0 14 0 28 90 4 34 Grp Sat Flow(s),veh/h/ln 1619 1638 1779 1619 1710 1525 1619 0 1568 1478 1800 1525 Q Serve(g_s), s 3.7 4.2 4.2 0.7 11.4 0.0 0.5 0.0 0.9 1.6 0.1 1.0 Cycle Q Clear(g_c), s 3.7 4.2 4.2 0.7 11.4 0.0 0.5 0.0 0.9 1.6 0.1 1.0 Prop In Lane 1.00 0.06 1.00 1.00 1.00 0.82 1.00 1.00
Lane Grp Cap(c), veh/h 139 1334 725 39 1181 28 0 200 200 320 271 V/C Ratio(X) 0.80 0.28 0.28 0.52 0.69 0.49 0.00 0.14 0.45 0.01 0.13 Avail Cap(c_a), veh/h 477 3132 1701 244 2778 215 0 885 393 977 828 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.0 11.0 11.0 26.8 15.7 0.0 27.1 0.0 21.6 24.9 18.9 19.2 Incr Delay (d2), s/veh 3.9 0.1 0.2 3.9 0.7 0.0 4.9 0.0 0.3 0.6 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 1.2 1.3 0.3 3.6 0.0 0.2 0.0 0.3 0.5 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.9 11.1 11.2 30.8 16.4 0.0 32.0 0.0 21.9 25.5 18.9 19.5 LnGrp LOS C B B C B C A C C B B
Approach Vol, veh/h 678 837 A 42 128
Approach Delay, s/veh 14.1 16.7 25.2 23.7
Approach LOS B B C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.4 12.9 5.9 28.5 5.6 15.7 9.4 25.0 Change Period (Y+Rc), s 4.6 * 5.8 4.6 5.8 4.6 5.8 4.6 5.8 Max Green Setting (Gmax), s 7.4 * 31 8.4 53.2 7.4 30.2 16.4 45.2 Max Q Clear Time (g_c+I1), s 3.6 2.9 2.7 6.2 2.5 3.0 5.7 13.4 Green Ext Time (p_c), s 0.0 0.1 0.0 3.5 0.0 0.1 0.1 5.8 Intersection Summary
HCM 6th Ctrl Delay 16.4
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay.

5.1-65
4931
HCM 6th TWSC California Logistics Center (JN 14274)
42: Driveway 27 & Santa Ana St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 40
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 129 19 3 38 2302101
Future Vol, veh/h 6 129 19 3 38 2302101
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 200 - - 200 --------
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, % 0 00000000000
Mvmt Flow 7 140 21 3 41 2302101
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 43 0 0 161 0 0 192 214 81 132 223 22 Stage 1 - - - - - - 165 165 - 48 48 -
Stage 2 - - - - - - 27 49 - 84 175 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1579 - - 1430 - - 756 687 969 832 679 1056 Stage 1 - - - - - - 826 766 - 965 859 -
Stage 2 - - - - - - 993 858 - 920 758 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1579 - - 1430 - - 751 683 969 826 675 1056 Mov Cap-2 Maneuver - - - - - - 751 683 - 826 675 -
Stage 1 - - - - - - 823 763 - 961 857 -
Stage 2 - - - - - - 990 856 - 914 755 -
Approach EB WB NB SB
HCM Control Delay, s 0.3 0.5 9.4 8.9

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 825 1579 - - 1430 - - 927
HCM Lane V/C Ratio 0.007 0.004 - - 0.002 - - 0.002
HCM Control Delay (s) 9.4 7.3 - - 7.5 - - 8.9
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0

5.1-66
4932
HCM 6th TWSC California Logistics Center (JN 14274)
43: Driveway 28 & Santa Ana St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 41
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 7 119 5 11 39 1103203
Future Vol, veh/h 7 119 5 11 39 1103203
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 200 - - 200 --------
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, % 0 00000000000
Mvmt Flow 8 129 5 12 42 1103203
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 43 0 0 134 0 0 193 215 67 148 217 22 Stage 1 - - - - - - 148 148 - 67 67 -
Stage 2 - - - - - - 45 67 - 81 150 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1579 - - 1463 - - 755 686 989 811 685 1056 Stage 1 - - - - - - 845 779 - 941 843 -
Stage 2 - - - - - - 969 843 - 924 777 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1579 - - 1463 - - 745 677 989 800 676 1056 Mov Cap-2 Maneuver - - - - - - 745 677 - 800 676 -
Stage 1 - - - - - - 841 775 - 936 836 -
Stage 2 - - - - - - 958 836 - 916 773 -
Approach EB WB NB SB
HCM Control Delay, s 0.4 1.6 9 8.9

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 914 1579 - - 1463 - - 936
HCM Lane V/C Ratio 0.005 0.005 - - 0.008 - - 0.006
HCM Control Delay (s) 9 7.3 - - 7.5 - - 8.9
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0

5.1-67
4933
HCM 6th TWSC California Logistics Center (JN 14274)
44: Doubleday Av. & Driveway 29 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 42
Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 1 2 39 28 1
Future Vol, veh/h 2 1 2 39 28 1
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 2 1 2 42 30 1
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 56 16 31 0 - 0
Stage 1 31 -----
Stage 2 25 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 951 1066 1595 - - -
Stage 1 993 -----
Stage 2 1000 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 950 1066 1595 - - -
Mov Cap-2 Maneuver 930 -----
Stage 1 992 -----
Stage 2 1000 -----
Approach EB NB SB
HCM Control Delay, s 8.7 0.4 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1595 - 971 - -
HCM Lane V/C Ratio 0.001 - 0.003 - -
HCM Control Delay (s) 7.3 - 8.7 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0 - -

5.1-68
4934
HCM 6th AWSC California Logistics Center (JN 14274)
45: Doubleday Av. & Santa Ana St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 43
Intersection
Intersection Delay, s/veh 7.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 24 41 58 7 23 9 12 8 2 8 5 16
Future Vol, veh/h 24 41 58 7 23 9 12 8 2 8 5 16
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles, % 000000000000
Mvmt Flow 26 44 62 7 24 10 13 9 2 9 5 17
Number of Lanes 120120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3333
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3333
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3333
HCM Control Delay 7.5 7.6 8 7.5

HCM LOS AAAA

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 0% 100% 0% 0% 100% 0%
Vol Thru, % 0% 100% 57% 0% 100% 19% 0% 100% 46% 0% 100% Vol Right, % 0% 0% 43% 0% 0% 81% 0% 0% 54% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 12 5 5 24 27 72 7 15 17 8 3
LT Vol 12 0 0 24 0 0 7 0 0 8 0
Through Vol 0 5 3 0 27 14 0 15 8 0 3
RT Vol 0 0 2 0 0 58 0 0 9 0 0
Lane Flow Rate 13 6 5 26 29 76 7 16 18 9 4
Geometry Grp 88888888888
Degree of Util (X) 0.019 0.008 0.006 0.037 0.038 0.087 0.011 0.022 0.022 0.013 0.005 Departure Headway (Hd) 5.483 4.983 4.683 5.151 4.651 4.085 5.38 4.88 4.502 5.473 4.973 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 657 722 768 689 762 866 669 738 799 658 724
Service Time 3.185 2.685 2.385 2.929 2.429 1.863 3.082 2.582 2.204 3.173 2.673 HCM Lane V/C Ratio 0.02 0.008 0.007 0.038 0.038 0.088 0.01 0.022 0.023 0.014 0.006 HCM Control Delay 8.3 7.7 7.4 8.1 7.6 7.3 8.1 7.7 7.3 8.2 7.7 HCM Lane LOS AAAAAAAAAAA
HCM 95th-tile Q 0.1 0 0 0.1 0.1 0.3 0 0.1 0.1 0 0

5.1-69
4935
HCM 6th TWSC California Logistics Center (JN 14274)
46: Driveway 30 & Doubleday Av. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 44
Intersection
Int Delay, s/veh 0.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 31 17 4 44 0 3
Future Vol, veh/h 31 17 4 44 0 3
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 200 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 34 18 4 48 0 3
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 52 0 75 26
Stage 1 - - - - 43 -
Stage 2 - - - - 32 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1567 - 926 1050
Stage 1 - - - - 980 -
Stage 2 - - - - 992 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1567 - 923 1050
Mov Cap-2 Maneuver - - - - 915 -
Stage 1 - - - - 980 -
Stage 2 - - - - 989 -
Approach EB WB NB
HCM Control Delay, s 0 0.6 8.4

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1050 - - 1567 -
HCM Lane V/C Ratio 0.003 - - 0.003 -
HCM Control Delay (s) 8.4 - - 7.3 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -

5.1-70
4936
HCM 6th AWSC California Logistics Center (JN 14274)
47: Dupont Av. & Santa Ana St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 45
Intersection
Intersection Delay, s/veh 7.8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 7 30 6 10 20 10 22 62 7 3 32 8
Future Vol, veh/h 7 30 6 10 20 10 22 62 7 3 32 8
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 000000000000
Mvmt Flow 8 33 7 11 22 11 24 68 8 3 35 9
Number of Lanes 120120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3333
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3333
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3333
HCM Control Delay 7.8 7.8 7.9 7.7

HCM LOS AAAA

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 0% 100% 0% 0% 100% 0%
Vol Thru, % 0% 100% 75% 0% 100% 62% 0% 100% 40% 0% 100% Vol Right, % 0% 0% 25% 0% 0% 38% 0% 0% 60% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 22 41 28 7 20 16 10 13 17 3 21
LT Vol 22 0 0 7 0 0 10 0 0 3 0
Through Vol 0 41 21 0 20 10 0 13 7 0 21
RT Vol 0 0 7 0 0 6 0 0 10 0 0
Lane Flow Rate 24 45 30 8 22 18 11 15 18 3 23
Geometry Grp 88888888888
Degree of Util (X) 0.036 0.061 0.039 0.012 0.03 0.023 0.017 0.02 0.023 0.005 0.032 Departure Headway (Hd) 5.33 4.83 4.652 5.467 4.967 4.705 5.473 4.973 4.553 5.43 4.93 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 675 744 772 657 724 764 656 722 789 661 729
Service Time 3.041 2.541 2.364 3.178 2.678 2.415 3.185 2.685 2.265 3.144 2.644 HCM Lane V/C Ratio 0.036 0.06 0.039 0.012 0.03 0.024 0.017 0.021 0.023 0.005 0.032 HCM Control Delay 8.2 7.9 7.6 8.2 7.8 7.5 8.3 7.8 7.4 8.2 7.8 HCM Lane LOS AAAAAAAAAAA
HCM 95th-tile Q 0.1 0.2 0.1 0 0.1 0.1 0.1 0.1 0.1 0 0.1

5.1-71
4937
HCM 6th TWSC California Logistics Center (JN 14274)
48: Dupont Av. & Doubleday Av. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 46
Intersection
Int Delay, s/veh 2.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 31 44 104 21 4
Future Vol, veh/h 1 31 44 104 21 4
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 140 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 84 84 84 84 84 84
Heavy Vehicles, % 0 00000
Mvmt Flow 1 37 52 124 25 5
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 194 15 30 0 - 0
Stage 1 28 -----
Stage 2 166 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 782 1067 1596 - - -
Stage 1 997 -----
Stage 2 852 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 756 1067 1596 - - -
Mov Cap-2 Maneuver 797 -----
Stage 1 964 -----
Stage 2 852 -----
Approach EB NB SB
HCM Control Delay, s 8.5 2.2 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1596 - 797 1067 - -
HCM Lane V/C Ratio 0.033 - 0.001 0.035 - -
HCM Control Delay (s) 7.3 - 9.5 8.5 - -
HCM Lane LOS A - A A - -
HCM 95th %tile Q(veh) 0.1 - 0 0.1 - -

5.1-72
4938
HCM 6th TWSC California Logistics Center (JN 14274)
49: Dupont Av. & Driveway 31 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 47
Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 3 2 159 37 8
Future Vol, veh/h 2 3 2 159 37 8
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 2 3 2 173 40 9
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 136 25 49 0 - 0
Stage 1 45 -----
Stage 2 91 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 849 1052 1571 - - -
Stage 1 978 -----
Stage 2 928 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 848 1052 1571 - - -
Mov Cap-2 Maneuver 866 -----
Stage 1 977 -----
Stage 2 928 -----
Approach EB NB SB
HCM Control Delay, s 8.7 0.1 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1571 - 969 - -
HCM Lane V/C Ratio 0.001 - 0.006 - -
HCM Control Delay (s) 7.3 - 8.7 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0 - -

5.1-73
4939
Timings California Logistics Center (JN 14274)
50: Dupont Av. & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 48
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 52 526 91 906 22 30 16 5
Future Volume (vph) 52 526 91 906 22 30 16 5
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 26.8 9.6 26.8 34.4 34.4 34.4 34.4 Total Split (s) 23.0 49.0 29.0 55.0 42.0 42.0 42.0 42.0 Total Split (%) 19.2% 40.8% 24.2% 45.8% 35.0% 35.0% 35.0% 35.0% Yellow Time (s) 3.6 4.8 3.6 4.8 4.4 4.4 4.4 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 5.8 4.6 5.8 5.4 5.4 5.4 5.4
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 49.7
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Splits and Phases: 50: Dupont Av. & Jurupa St.

5.1-74
4940
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 50: Dupont Av. & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 49
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 52 526 17 91 906 79 22 30 82 16 5 18 Future Volume (veh/h) 52 526 17 91 906 79 22 30 82 16 5 18 Initial Q (Qb), veh 000000000000
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 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 53 537 16 93 924 80 22 31 60 16 5 12 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000000
Cap, veh/h 89 1725 51 127 1730 149 423 332 297 373 332 297 Arrive On Green 0.05 0.35 0.35 0.08 0.38 0.38 0.19 0.19 0.19 0.19 0.19 0.19 Sat Flow, veh/h 1619 4904 146 1619 4607 398 1339 1710 1525 1253 1710 1525 Grp Volume(v), veh/h 53 358 195 93 656 348 22 31 60 16 5 12 Grp Sat Flow(s),veh/h/ln 1619 1638 1774 1619 1638 1728 1339 1710 1525 1253 1710 1525 Q Serve(g_s), s 1.3 3.4 3.4 2.4 6.6 6.6 0.6 0.6 1.4 0.5 0.1 0.3 Cycle Q Clear(g_c), s 1.3 3.4 3.4 2.4 6.6 6.6 0.8 0.6 1.4 1.8 0.1 0.3 Prop In Lane 1.00 0.08 1.00 0.23 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 89 1152 624 127 1230 649 423 332 297 373 332 297 V/C Ratio(X) 0.60 0.31 0.31 0.73 0.53 0.54 0.05 0.09 0.20 0.04 0.02 0.04 Avail Cap(c_a), veh/h 707 3360 1819 938 3827 2019 1326 1486 1326 1218 1486 1326 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 19.4 9.9 9.9 19.0 10.3 10.3 14.1 13.9 14.2 15.0 13.7 13.8 Incr Delay (d2), s/veh 2.4 0.2 0.3 3.0 0.4 0.7 0.1 0.1 0.3 0.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.8 0.9 0.8 1.6 1.7 0.1 0.2 0.4 0.1 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.8 10.1 10.2 21.9 10.6 11.0 14.2 14.0 14.6 15.0 13.7 13.8 LnGrp LOS C B B C BBBBBBBB
Approach Vol, veh/h 606 1097 113 33
Approach Delay, s/veh 11.2 11.7 14.3 14.4
Approach LOS BBBB
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.6 7.9 20.6 13.6 6.9 21.6
Change Period (Y+Rc), s 5.4 4.6 5.8 5.4 4.6 5.8
Max Green Setting (Gmax), s 36.6 24.4 43.2 36.6 18.4 49.2 Max Q Clear Time (g_c+I1), s 3.4 4.4 5.4 3.8 3.3 8.6
Green Ext Time (p_c), s 0.5 0.1 3.4 0.1 0.0 7.2
Intersection Summary
HCM 6th Ctrl Delay 11.7
HCM 6th LOS B

5.1-75
4941
Timings California Logistics Center (JN 14274)
51: Milliken Av. & E. Airport Dr. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 15
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 73 105 21 76 147 21 594 331 792 160 Future Volume (vph) 73 105 21 76 147 21 594 331 792 160 Turn Type Prot NA Perm Prot NA Prot NA Prot NA pm+ov
Protected Phases 7 4 3852167
Permitted Phases 4 6
Detector Phase 7443852167
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 5.0 Minimum Split (s) 9.6 36.8 36.8 9.6 48.8 9.6 31.2 9.6 36.2 9.6 Total Split (s) 10.0 41.5 41.5 17.3 48.8 9.6 33.2 38.0 61.6 10.0 Total Split (%) 7.7% 31.9% 31.9% 13.3% 37.5% 7.4% 25.5% 29.2% 47.4% 7.7% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 3.6 5.2 3.6 5.2 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 4.6 6.2 4.6 6.2 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 96.5
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Splits and Phases: 51: Milliken Av. & E. Airport Dr.

5.1-76
4942
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 51: Milliken Av. & E. Airport Dr. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 73 105 21 76 147 202 21 594 70 331 792 160 Future Volume (veh/h) 73 105 21 76 147 202 21 594 70 331 792 160 Initial Q (Qb), veh 000000000000
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 1600 1800 1800 1700 1800 1800 1600 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 85 122 11 88 171 134 24 691 65 385 921 137 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 000000000000
Cap, veh/h 169 493 220 110 290 214 79 1028 96 428 2273 792 Arrive On Green 0.06 0.14 0.14 0.07 0.15 0.15 0.03 0.22 0.22 0.26 0.46 0.46 Sat Flow, veh/h 2956 3420 1525 1619 1876 1382 2956 4572 427 1619 4914 1523 Grp Volume(v), veh/h 85 122 11 88 155 150 24 494 262 385 921 137 Grp Sat Flow(s),veh/h/ln 1478 1710 1525 1619 1710 1548 1478 1638 1722 1619 1638 1523 Q Serve(g_s), s 2.0 2.2 0.4 3.8 6.0 6.4 0.6 9.8 9.9 16.3 8.8 3.4 Cycle Q Clear(g_c), s 2.0 2.2 0.4 3.8 6.0 6.4 0.6 9.8 9.9 16.3 8.8 3.4 Prop In Lane 1.00 1.00 1.00 0.89 1.00 0.25 1.00 1.00
Lane Grp Cap(c), veh/h 169 493 220 110 264 239 79 737 387 428 2273 792 V/C Ratio(X) 0.50 0.25 0.05 0.80 0.59 0.63 0.31 0.67 0.68 0.90 0.41 0.17 Avail Cap(c_a), veh/h 225 1722 768 290 1037 939 209 1248 656 763 3841 1278 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 32.4 26.9 26.2 32.6 27.9 28.1 33.9 25.1 25.1 25.2 12.6 9.0 Incr Delay (d2), s/veh 0.9 0.3 0.1 5.0 2.1 2.7 0.8 1.1 2.1 3.1 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.9 0.2 1.5 2.4 2.4 0.2 3.4 3.8 5.8 2.6 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.3 27.2 26.2 37.6 29.9 30.7 34.7 26.1 27.2 28.3 12.7 9.1 LnGrp LOS CCCDCCCCCCBA
Approach Vol, veh/h 218 393 780 1443
Approach Delay, s/veh 29.5 32.0 26.8 16.5
Approach LOS C C C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 23.3 22.1 9.4 16.0 6.5 39.0 8.7 16.8 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 33.4 27.0 12.7 35.7 5.0 55.4 5.4 43.0 Max Q Clear Time (g_c+I1), s 18.3 11.9 5.8 4.2 2.6 10.8 4.0 8.4 Green Ext Time (p_c), s 0.5 3.8 0.0 0.7 0.0 7.3 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 22.5
HCM 6th LOS C

5.1-77
4943
Timings California Logistics Center (JN 14274)
52: Milliken Av. & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 17
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 203 723 295 100 581 461 742 104 128 370 62 Future Volume (vph) 203 723 295 100 581 461 742 104 128 370 62 Turn Type Prot NA pm+ov Prot NA Prot NA Perm Prot NA pm+ov Protected Phases 7453852 167
Permitted Phases 4 2 6
Detector Phase 74538522167
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s) 9.6 38.8 9.6 9.6 38.8 9.6 35.2 35.2 9.6 39.2 9.6 Total Split (s) 16.0 42.9 25.0 11.9 38.8 25.0 51.8 51.8 13.4 40.2 16.0 Total Split (%) 13.3% 35.8% 20.8% 9.9% 32.3% 20.8% 43.2% 43.2% 11.2% 33.5% 13.3% Yellow Time (s) 3.6 4.8 3.6 3.6 4.8 3.6 5.2 5.2 3.6 5.2 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 4.6 4.6 5.8 4.6 6.2 6.2 4.6 6.2 4.6 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 83.4
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Splits and Phases: 52: Milliken Av. & Jurupa St.

5.1-78
4944
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 52: Milliken Av. & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 203 723 295 100 581 68 461 742 104 128 370 62 Future Volume (veh/h) 203 723 295 100 581 68 461 742 104 128 370 62 Initial Q (Qb), veh 000000000000
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 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 209 745 199 103 599 45 475 765 89 132 381 28 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 000000000000
Cap, veh/h 302 1254 674 207 1051 78 586 1343 417 223 775 387 Arrive On Green 0.10 0.26 0.26 0.07 0.23 0.23 0.19 0.27 0.27 0.07 0.16 0.16 Sat Flow, veh/h 3141 4914 1525 3141 4666 348 3141 4914 1525 3141 4914 1525 Grp Volume(v), veh/h 209 745 199 103 419 225 475 765 89 132 381 28 Grp Sat Flow(s),veh/h/ln 1570 1638 1525 1570 1638 1737 1570 1638 1525 1570 1638 1525 Q Serve(g_s), s 4.1 8.4 5.3 2.0 7.2 7.3 9.2 8.5 2.9 2.6 4.5 0.9 Cycle Q Clear(g_c), s 4.1 8.4 5.3 2.0 7.2 7.3 9.2 8.5 2.9 2.6 4.5 0.9 Prop In Lane 1.00 1.00 1.00 0.20 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 302 1254 674 207 738 391 586 1343 417 223 775 387 V/C Ratio(X) 0.69 0.59 0.30 0.50 0.57 0.57 0.81 0.57 0.21 0.59 0.49 0.07 Avail Cap(c_a), veh/h 565 2875 1177 362 1705 904 1010 3534 1097 436 2635 964 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 20.7 11.4 28.6 21.8 21.9 24.7 19.8 17.8 28.6 24.4 18.0 Incr Delay (d2), s/veh 1.1 0.5 0.2 0.7 0.7 1.3 1.0 0.4 0.3 0.9 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 2.8 1.5 0.7 2.5 2.7 3.0 2.8 0.9 0.9 1.6 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.8 21.2 11.6 29.3 22.5 23.2 25.7 20.2 18.0 29.5 24.9 18.1 LnGrp LOS C C B CCCCCBCCB
Approach Vol, veh/h 1153 747 1329 541
Approach Delay, s/veh 20.9 23.7 22.0 25.6
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.1 23.5 8.8 22.0 16.4 16.2 10.7 20.1 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 8.8 45.6 7.3 37.1 20.4 34.0 11.4 33.0 Max Q Clear Time (g_c+I1), s 4.6 10.5 4.0 10.4 11.2 6.5 6.1 9.3 Green Ext Time (p_c), s 0.1 5.5 0.0 5.7 0.7 2.4 0.2 3.8 Intersection Summary
HCM 6th Ctrl Delay 22.5
HCM 6th LOS C

5.1-79
4945
Timings California Logistics Center (JN 14274)
53: Milliken Av. & Mission Bl. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 19
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 202 2 19 16 235 296 1208 116 557 327 Future Volume (vph) 202 2 19 16 235 296 1208 116 557 327 Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 7438 5216
Permitted Phases 8 6
Detector Phase 7438852166
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 16.5 9.6 16.5 16.5 9.6 40.2 9.6 27.2 27.2 Total Split (s) 21.0 33.0 12.0 24.0 24.0 27.0 59.0 16.0 48.0 48.0 Total Split (%) 17.5% 27.5% 10.0% 20.0% 20.0% 22.5% 49.2% 13.3% 40.0% 40.0% Yellow Time (s) 3.6 5.5 3.6 5.5 5.5 3.6 5.2 3.6 5.2 5.2 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 6.5 6.5 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 86
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 53: Milliken Av. & Mission Bl.

5.1-80
4946
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 53: Milliken Av. & Mission Bl. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 20
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 202 2 47 19 16 235 296 1208 14 116 557 327 Future Volume (veh/h) 202 2 47 19 16 235 296 1208 14 116 557 327 Initial Q (Qb), veh 000000000000
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 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 224 2 43 21 0 206 329 1342 15 129 619 0 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, % 000000000000
Cap, veh/h 312 15 315 39 0 424 426 1961 22 202 1574
Arrive On Green 0.10 0.21 0.21 0.02 0.00 0.14 0.14 0.39 0.39 0.06 0.32 0.00 Sat Flow, veh/h 3141 68 1468 1619 0 3051 3141 5010 56 3141 4914 1525 Grp Volume(v), veh/h 224 0 45 21 0 206 329 878 479 129 619 0 Grp Sat Flow(s),veh/h/ln 1570 0 1536 1619 0 1525 1570 1638 1790 1570 1638 1525 Q Serve(g_s), s 5.0 0.0 1.7 0.9 0.0 4.5 7.2 15.9 15.9 2.9 7.0 0.0 Cycle Q Clear(g_c), s 5.0 0.0 1.7 0.9 0.0 4.5 7.2 15.9 15.9 2.9 7.0 0.0 Prop In Lane 1.00 0.96 1.00 1.00 1.00 0.03 1.00 1.00
Lane Grp Cap(c), veh/h 312 0 330 39 0 424 426 1282 701 202 1574 V/C Ratio(X) 0.72 0.00 0.14 0.54 0.00 0.49 0.77 0.68 0.68 0.64 0.39 Avail Cap(c_a), veh/h 719 0 568 167 0 745 982 2415 1319 500 2868 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 0.00 Uniform Delay (d), s/veh 31.3 0.0 22.8 34.6 0.0 28.5 29.9 18.1 18.1 32.7 18.9 0.0 Incr Delay (d2), s/veh 1.2 0.0 0.2 4.4 0.0 0.9 1.1 0.7 1.2 1.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 0.0 0.6 0.4 0.0 1.5 2.5 5.1 5.7 1.0 2.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.4 0.0 22.9 38.9 0.0 29.3 31.0 18.8 19.3 33.9 19.1 0.0 LnGrp LOS C A C D A C C B B C B
Approach Vol, veh/h 269 227 1686 748 A
Approach Delay, s/veh 30.8 30.2 21.3 21.7
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.2 34.2 6.3 21.9 14.3 29.1 11.7 16.5 Change Period (Y+Rc), s 4.6 6.2 4.6 6.5 4.6 6.2 4.6 6.5 Max Green Setting (Gmax), s 11.4 52.8 7.4 26.5 22.4 41.8 16.4 17.5 Max Q Clear Time (g_c+I1), s 4.9 18.0 2.9 3.7 9.2 9.0 7.0 6.5 Green Ext Time (p_c), s 0.1 10.1 0.0 0.1 0.5 4.0 0.3 0.5 Intersection Summary
HCM 6th Ctrl Delay 23.0
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

5.1-81
4947
Timings California Logistics Center (JN 14274)
54: I-15 SB Ramps & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 21
Lane Group EBT EBR WBL WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 652 190 403 673 490 3 916
Future Volume (vph) 652 190 403 673 490 3 916
Turn Type NA Perm Prot NA Split NA Perm
Protected Phases 2 1644
Permitted Phases 2 4
Detector Phase 2216444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 34.0 34.0 10.0 11.0 10.0 10.0 10.0
Total Split (s) 35.0 35.0 19.0 54.0 36.0 36.0 36.0
Total Split (%) 38.9% 38.9% 21.1% 60.0% 40.0% 40.0% 40.0% Yellow Time (s) 5.0 5.0 4.0 5.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 5.0 6.0 5.0 5.0 5.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode Min Min None Min None None None
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 79.1
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 54: I-15 SB Ramps & Jurupa St.

5.1-82
4948
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 54: I-15 SB Ramps & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 22
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 652 190 403 673 0 0 0 0 490 3 916 Future Volume (veh/h) 0 652 190 403 673 0 0 0 0 490 3 916 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1800 1800 1600 1800 0 1700 1800 1800 Adj Flow Rate, veh/h 0 716 157 443 740 0 360 0 1015
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 1115 315 523 2238 0 626 0 1179
Arrive On Green 0.00 0.21 0.21 0.18 0.46 0.00 0.39 0.00 0.39 Sat Flow, veh/h 0 5400 1525 2956 5076 0 1619 0 3051
Grp Volume(v), veh/h 0 716 157 443 740 0 360 0 1015
Grp Sat Flow(s),veh/h/ln 0 1800 1525 1478 1638 0 1619 0 1525 Q Serve(g_s), s 0.0 8.4 6.3 10.1 6.7 0.0 12.2 0.0 21.3
Cycle Q Clear(g_c), s 0.0 8.4 6.3 10.1 6.7 0.0 12.2 0.0 21.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1115 315 523 2238 0 626 0 1179 V/C Ratio(X) 0.00 0.64 0.50 0.85 0.33 0.00 0.58 0.00 0.86 Avail Cap(c_a), veh/h 0 2254 637 596 3394 0 722 0 1361
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 25.2 24.4 27.7 12.1 0.0 16.8 0.0 19.6 Incr Delay (d2), s/veh 0.0 0.5 0.9 8.9 0.1 0.0 0.8 0.0 5.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.3 2.1 3.9 2.0 0.0 4.0 0.0 7.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 25.7 25.3 36.6 12.2 0.0 17.7 0.0 24.9 LnGrp LOS A C C D B A B A C
Approach Vol, veh/h 873 1183 1375
Approach Delay, s/veh 25.6 21.3 23.0
Approach LOS C C C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 17.3 20.3 31.8 37.6
Change Period (Y+Rc), s 5.0 6.0 5.0 6.0
Max Green Setting (Gmax), s 14.0 29.0 31.0 48.0
Max Q Clear Time (g_c+I1), s 12.1 10.4 23.3 8.7
Green Ext Time (p_c), s 0.2 3.9 3.6 4.2
Intersection Summary
HCM 6th Ctrl Delay 23.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

5.1-83
4949
Timings California Logistics Center (JN 14274)
55: I-15 NB Ramps & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 23
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 377 764 757 350 319 0 521
Future Volume (vph) 377 764 757 350 319 0 521
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.6 30.1 10.1 10.1 10.1 10.1 10.1
Total Split (s) 23.0 57.0 34.0 34.0 33.0 33.0 33.0
Total Split (%) 25.6% 63.3% 37.8% 37.8% 36.7% 36.7% 36.7% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.5 1.5 1.5 1.5 1.5 1.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 5.1 5.1 5.1 5.1 5.1 5.1
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None Min Min Min None None None
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 67.8
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Splits and Phases: 55: I-15 NB Ramps & Jurupa St.

5.1-84
4950
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 55: I-15 NB Ramps & Jurupa St. 01/08/2022
E+P Conditions - AM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 24
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 377 764 0 0 757 350 319 0 521 0 0 0 Future Volume (veh/h) 377 764 0 0 757 350 319 0 521 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1700 1800 0 0 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 401 813 0 0 805 290 467 0 251
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000
Cap, veh/h 540 2760 0 0 1469 456 767 0 361
Arrive On Green 0.17 0.56 0.00 0.00 0.30 0.30 0.24 0.00 0.24 Sat Flow, veh/h 3141 5076 0 0 5076 1525 3238 0 1525
Grp Volume(v), veh/h 401 813 0 0 805 290 467 0 251
Grp Sat Flow(s),veh/h/ln 1570 1638 0 0 1638 1525 1619 0 1525 Q Serve(g_s), s 6.1 4.4 0.0 0.0 7.0 8.3 6.5 0.0 7.6
Cycle Q Clear(g_c), s 6.1 4.4 0.0 0.0 7.0 8.3 6.5 0.0 7.6 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 540 2760 0 0 1469 456 767 0 361
V/C Ratio(X) 0.74 0.29 0.00 0.00 0.55 0.64 0.61 0.00 0.69 Avail Cap(c_a), veh/h 1142 5037 0 0 2805 871 1784 0 841 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.9 5.8 0.0 0.0 14.9 15.4 17.2 0.0 17.6 Incr Delay (d2), s/veh 0.8 0.0 0.0 0.0 0.2 1.1 0.8 0.0 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.8 0.0 0.0 2.0 2.4 2.0 0.0 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.7 5.9 0.0 0.0 15.1 16.5 18.0 0.0 20.1 LnGrp LOS C AAABBBAC
Approach Vol, veh/h 1214 1095 718
Approach Delay, s/veh 10.8 15.5 18.7
Approach LOS B B B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 33.5 13.3 20.2 17.1
Change Period (Y+Rc), s 5.1 4.6 5.1 5.1
Max Green Setting (Gmax), s 51.9 18.4 28.9 27.9
Max Q Clear Time (g_c+I1), s 6.4 8.1 10.3 9.6
Green Ext Time (p_c), s 4.7 0.6 4.8 2.4
Intersection Summary
HCM 6th Ctrl Delay 14.4
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

5.1-85
4951
Timings California Logistics Center (JN 14274)
1: Haven Av. & Inland Empire Bl. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 189 335 376 336 226 39 335 1869 427 39 1697 66 Future Volume (vph) 189 335 376 336 226 39 335 1869 427 39 1697 66 Turn Type Prot NA pm+ov Prot NA Free Prot NA Free Prot NA Free Protected Phases 74538 52 16
Permitted Phases 4 Free Free Free
Detector Phase 74538 52 16
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 45.8 9.6 9.6 39.8 9.6 32.8 9.6 38.8 Total Split (s) 17.2 45.8 21.0 16.0 44.6 21.0 58.6 9.6 47.2 Total Split (%) 13.2% 35.2% 16.2% 12.3% 34.3% 16.2% 45.1% 7.4% 36.3% Yellow Time (s) 3.6 4.8 3.6 3.6 4.8 3.6 4.8 3.6 4.8
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 4.6 4.6 5.8 4.6 5.8 4.6 5.8 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 107.7
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Haven Av. & Inland Empire Bl.

5.1-86
4952
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 1: Haven Av. & Inland Empire Bl. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 189 335 376 336 226 39 335 1869 427 39 1697 66 Future Volume (veh/h) 189 335 376 336 226 39 335 1869 427 39 1697 66 Initial Q (Qb), veh 000000000000
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 1600 1800 1800 1500 1800 1800 1600 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 197 349 218 350 235 0 349 1947 0 41 1768 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 000000000000
Cap, veh/h 256 567 464 430 635 409 2962 102 2319
Arrive On Green 0.09 0.17 0.17 0.11 0.19 0.00 0.14 0.48 0.00 0.03 0.37 0.00 Sat Flow, veh/h 2956 3420 1525 4029 3420 1525 2956 6192 1525 2956 6192 1525 Grp Volume(v), veh/h 197 349 218 350 235 0 349 1947 0 41 1768 0 Grp Sat Flow(s),veh/h/ln 1478 1710 1525 1343 1710 1525 1478 1548 1525 1478 1548 1525 Q Serve(g_s), s 6.3 9.2 11.2 8.2 5.8 0.0 11.2 23.2 0.0 1.3 24.2 0.0 Cycle Q Clear(g_c), s 6.3 9.2 11.2 8.2 5.8 0.0 11.2 23.2 0.0 1.3 24.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 256 567 464 430 635 409 2962 102 2319 V/C Ratio(X) 0.77 0.62 0.47 0.81 0.37 0.85 0.66 0.40 0.76 Avail Cap(c_a), veh/h 384 1412 841 474 1369 500 3374 153 2646 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 43.3 37.5 27.4 42.3 34.5 0.0 40.8 19.2 0.0 45.8 26.5 0.0 Incr Delay (d2), s/veh 2.3 1.1 0.7 8.6 0.4 0.0 9.9 0.4 0.0 0.9 1.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 3.8 4.0 3.0 2.3 0.0 4.4 7.5 0.0 0.5 8.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.6 38.6 28.1 51.0 34.9 0.0 50.7 19.6 0.0 46.8 27.7 0.0 LnGrp LOS DDCDC DB DC
Approach Vol, veh/h 764 585 A 2296 A 1809 A
Approach Delay, s/veh 37.4 44.5 24.3 28.1
Approach LOS DDCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.9 52.2 14.9 21.9 18.0 42.1 13.0 23.8 Change Period (Y+Rc), s 4.6 5.8 4.6 5.8 4.6 5.8 4.6 5.8 Max Green Setting (Gmax), s 5.0 52.8 11.4 40.0 16.4 41.4 12.6 38.8 Max Q Clear Time (g_c+I1), s 3.3 25.2 10.2 13.2 13.2 26.2 8.3 7.8 Green Ext Time (p_c), s 0.0 16.6 0.1 2.8 0.2 10.1 0.1 1.4 Intersection Summary
HCM 6th Ctrl Delay 29.6
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

5.1-87
4953
Timings California Logistics Center (JN 14274)
2: Haven Av. & I-10 WB Ramps 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Lane Group WBL WBR NBT NBR SBT
Lane Configurations
Traffic Volume (vph) 246 319 2311 965 1721
Future Volume (vph) 246 319 2311 965 1721
Turn Type Prot Perm NA Free NA
Protected Phases 4 2 6
Permitted Phases 4 Free
Detector Phase 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 10.1 10.1 23.8 10.8
Total Split (s) 33.0 33.0 67.0 67.0
Total Split (%) 33.0% 33.0% 67.0% 67.0%
Yellow Time (s) 4.1 4.1 4.8 4.8
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.1 5.1 5.8 5.8
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Min C-Min
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 45
Control Type: Actuated-Coordinated
Splits and Phases: 2: Haven Av. & I-10 WB Ramps

5.1-88
4954
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 2: Haven Av. & I-10 WB Ramps 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 246 319 2311 965 0 1721
Future Volume (veh/h) 246 319 2311 965 0 1721
Initial Q (Qb), veh 000000
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 1700 1800 1800 1800 0 1800
Adj Flow Rate, veh/h 327 166 2358 0 0 1756
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 000000
Cap, veh/h 433 204 4690 0 4690
Arrive On Green 0.13 0.13 1.00 0.00 0.00 0.76
Sat Flow, veh/h 3238 1525 6444 1525 0 6696
Grp Volume(v), veh/h 327 166 2358 0 0 1756
Grp Sat Flow(s),veh/h/ln 1619 1525 1548 1525 0 1548
Q Serve(g_s), s 9.7 10.6 0.0 0.0 0.0 9.6
Cycle Q Clear(g_c), s 9.7 10.6 0.0 0.0 0.0 9.6
Prop In Lane 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 433 204 4690 0 4690
V/C Ratio(X) 0.76 0.81 0.50 0.00 0.37
Avail Cap(c_a), veh/h 903 426 4690 0 4690
HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.63 0.00 0.00 0.57
Uniform Delay (d), s/veh 41.7 42.1 0.0 0.0 0.0 4.1
Incr Delay (d2), s/veh 1.0 3.0 0.2 0.0 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.8 4.0 0.1 0.0 0.0 2.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.8 45.1 0.2 0.0 0.0 4.2
LnGrp LOS D D A A A
Approach Vol, veh/h 493 2358 A 1756
Approach Delay, s/veh 43.6 0.2 4.2
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 81.5 18.5 81.5
Change Period (Y+Rc), s 5.8 5.1 5.8
Max Green Setting (Gmax), s 61.2 27.9 61.2
Max Q Clear Time (g_c+I1), s 2.0 12.6 11.6
Green Ext Time (p_c), s 20.3 0.8 11.0
Intersection Summary
HCM 6th Ctrl Delay 6.4
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

5.1-89
4955
Timings California Logistics Center (JN 14274)
3: Haven Av. & I-10 EB Ramps 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Lane Group EBL EBR NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 529 310 2747 1616 351
Future Volume (vph) 529 310 2747 1616 351
Turn Type Prot Perm NA NA Free
Protected Phases 4 2 6
Permitted Phases 4 Free
Detector Phase 4426
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0
Minimum Split (s) 10.1 10.1 10.8 10.8
Total Split (s) 33.0 33.0 67.0 67.0
Total Split (%) 33.0% 33.0% 67.0% 67.0%
Yellow Time (s) 4.1 4.1 4.8 4.8
All-Red Time (s) 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.1 5.1 5.8 5.8
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Min C-Min
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 98.8 (99%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50
Control Type: Actuated-Coordinated
Splits and Phases: 3: Haven Av. & I-10 EB Ramps

5.1-90
4956
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 3: Haven Av. & I-10 EB Ramps 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 529 310 0 2747 1616 351
Future Volume (veh/h) 529 310 0 2747 1616 351
Initial Q (Qb), veh 000000
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 1700 1800 0 1800 1800 1800
Adj Flow Rate, veh/h 545 241 0 2832 1666 0
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 000000
Cap, veh/h 656 309 0 4263 4263
Arrive On Green 0.20 0.20 0.00 0.69 1.00 0.00
Sat Flow, veh/h 3238 1525 0 6696 6444 1525
Grp Volume(v), veh/h 545 241 0 2832 1666 0
Grp Sat Flow(s),veh/h/ln 1619 1525 0 1548 1548 1525
Q Serve(g_s), s 16.1 15.0 0.0 26.3 0.0 0.0
Cycle Q Clear(g_c), s 16.1 15.0 0.0 26.3 0.0 0.0
Prop In Lane 1.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 656 309 0 4263 4263
V/C Ratio(X) 0.83 0.78 0.00 0.66 0.39
Avail Cap(c_a), veh/h 903 426 0 4263 4263
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00
Upstream Filter(I) 1.00 1.00 0.00 0.19 0.89 0.00
Uniform Delay (d), s/veh 38.2 37.8 0.0 8.9 0.0 0.0
Incr Delay (d2), s/veh 4.8 6.2 0.0 0.2 0.2 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.5 5.8 0.0 6.7 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.0 44.0 0.0 9.1 0.2 0.0
LnGrp LOS D D A A A
Approach Vol, veh/h 786 2832 1666 A
Approach Delay, s/veh 43.3 9.1 0.2
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 74.6 25.4 74.6
Change Period (Y+Rc), s 5.8 5.1 5.8
Max Green Setting (Gmax), s 61.2 27.9 61.2
Max Q Clear Time (g_c+I1), s 28.3 18.1 2.0
Green Ext Time (p_c), s 22.0 2.1 10.1
Intersection Summary
HCM 6th Ctrl Delay 11.4
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

5.1-91
4957
Timings California Logistics Center (JN 14274)
4: Haven Av. & Guasti Rd. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 383 45 208 80 19 223 63 2894 105 162 1653 110 Future Volume (vph) 383 45 208 80 19 223 63 2894 105 162 1653 110 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4826
Detector Phase 744388522166
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 48.2 48.2 9.6 16.2 16.2 9.6 33.8 33.8 9.6 30.8 30.8 Total Split (s) 26.4 48.2 48.2 9.6 31.4 31.4 10.3 60.7 60.7 11.5 61.9 61.9 Total Split (%) 20.3% 37.1% 37.1% 7.4% 24.2% 24.2% 7.9% 46.7% 46.7% 8.8% 47.6% 47.6% Yellow Time (s) 3.6 5.2 5.2 3.6 5.2 5.2 3.6 4.8 4.8 3.6 4.8 4.8 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.2 6.2 4.6 6.2 6.2 4.6 5.8 5.8 4.6 5.8 5.8 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 115.1
Natural Cycle: 125
Control Type: Actuated-Uncoordinated
Splits and Phases: 4: Haven Av. & Guasti Rd.

5.1-92
4958
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 4: Haven Av. & Guasti Rd. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 383 45 208 80 19 223 63 2894 105 162 1653 110 Future Volume (veh/h) 383 45 208 80 19 223 63 2894 105 162 1653 110 Initial Q (Qb), veh 000000000000
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 1600 1800 1800 1600 1800 1700 1600 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 395 46 86 82 20 150 65 2984 72 167 1704 89 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 000000000000
Cap, veh/h 451 363 308 124 164 231 116 3097 763 186 3243 799 Arrive On Green 0.15 0.20 0.20 0.04 0.09 0.09 0.04 0.50 0.50 0.06 0.52 0.52 Sat Flow, veh/h 2956 1800 1525 2956 1800 2536 2956 6192 1525 2956 6192 1525 Grp Volume(v), veh/h 395 46 86 82 20 150 65 2984 72 167 1704 89 Grp Sat Flow(s),veh/h/ln 1478 1800 1525 1478 1800 1268 1478 1548 1525 1478 1548 1525 Q Serve(g_s), s 14.3 2.3 5.2 3.0 1.1 6.3 2.4 51.0 2.7 6.2 19.8 3.2 Cycle Q Clear(g_c), s 14.3 2.3 5.2 3.0 1.1 6.3 2.4 51.0 2.7 6.2 19.8 3.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 451 363 308 124 164 231 116 3097 763 186 3243 799 V/C Ratio(X) 0.88 0.13 0.28 0.66 0.12 0.65 0.56 0.96 0.09 0.90 0.53 0.11 Avail Cap(c_a), veh/h 587 689 584 135 414 582 154 3099 763 186 3243 799 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.5 35.9 37.0 51.8 45.8 48.2 51.8 26.4 14.4 51.0 17.2 13.2 Incr Delay (d2), s/veh 9.6 0.2 0.5 7.6 0.3 3.1 1.6 9.2 0.1 37.9 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 1.0 1.9 1.2 0.5 2.0 0.9 18.8 0.9 3.2 6.5 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.0 36.0 37.5 59.4 46.1 51.2 53.3 35.7 14.4 89.0 17.3 13.3 LnGrp LOS E D D E DDDDBFBB
Approach Vol, veh/h 527 252 3121 1960
Approach Delay, s/veh 50.5 53.5 35.6 23.2
Approach LOS DDDC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.5 60.7 9.2 28.3 8.9 63.3 21.3 16.2 Change Period (Y+Rc), s 4.6 5.8 4.6 6.2 4.6 5.8 4.6 6.2 Max Green Setting (Gmax), s 6.9 54.9 5.0 42.0 5.7 56.1 21.8 25.2 Max Q Clear Time (g_c+I1), s 8.2 53.0 5.0 7.2 4.4 21.8 16.3 8.3 Green Ext Time (p_c), s 0.0 1.9 0.0 0.5 0.0 16.2 0.4 0.5 Intersection Summary
HCM 6th Ctrl Delay 33.6
HCM 6th LOS C

5.1-93
4959
Timings California Logistics Center (JN 14274)
5: Haven Av. & E. Airport Dr. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 288 472 31 600 599 493 2163 22 295 1405 172 Future Volume (vph) 288 472 31 600 599 493 2163 22 295 1405 172 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7438 52 16
Permitted Phases 8 2 6
Detector Phase 74388522166
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 46.8 9.6 15.8 15.8 9.6 41.5 41.5 9.6 37.5 37.5 Total Split (s) 16.6 50.0 9.6 43.0 43.0 27.0 53.4 53.4 17.0 43.4 43.4 Total Split (%) 12.8% 38.5% 7.4% 33.1% 33.1% 20.8% 41.1% 41.1% 13.1% 33.4% 33.4% Yellow Time (s) 3.6 4.8 3.6 4.8 4.8 3.6 5.5 5.5 3.6 5.5 5.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 4.6 5.8 5.8 4.6 6.5 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Splits and Phases: 5: Haven Av. & E. Airport Dr.

5.1-94
4960
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 5: Haven Av. & E. Airport Dr. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 288 472 599 31 600 599 493 2163 22 295 1405 172 Future Volume (veh/h) 288 472 599 31 600 599 493 2163 22 295 1405 172 Initial Q (Qb), veh 000000000000
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 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 294 482 466 32 612 480 503 2207 20 301 1434 135 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000000
Cap, veh/h 273 602 537 78 979 437 509 2234 550 282 1758 433 Arrive On Green 0.09 0.35 0.35 0.03 0.29 0.29 0.17 0.36 0.36 0.10 0.28 0.28 Sat Flow, veh/h 2956 1710 1524 2956 3420 1525 2956 6192 1525 2956 6192 1525 Grp Volume(v), veh/h 294 482 466 32 612 480 503 2207 20 301 1434 135 Grp Sat Flow(s),veh/h/ln 1478 1710 1524 1478 1710 1525 1478 1548 1525 1478 1548 1525 Q Serve(g_s), s 12.0 33.1 37.1 1.4 20.2 37.2 22.1 46.0 1.1 12.4 28.1 9.0 Cycle Q Clear(g_c), s 12.0 33.1 37.1 1.4 20.2 37.2 22.1 46.0 1.1 12.4 28.1 9.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 273 602 537 78 979 437 509 2234 550 282 1758 433 V/C Ratio(X) 1.08 0.80 0.87 0.41 0.63 1.10 0.99 0.99 0.04 1.07 0.82 0.31 Avail Cap(c_a), veh/h 273 602 537 114 979 437 509 2234 550 282 1758 433 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 59.0 38.0 39.3 62.3 40.3 46.4 53.7 41.3 26.9 58.8 43.4 36.6 Incr Delay (d2), s/veh 76.6 7.6 14.2 1.3 1.3 72.8 36.5 16.2 0.0 72.6 3.1 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 7.3 14.6 15.4 0.5 8.4 22.4 10.4 18.9 0.4 7.3 10.6 3.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 135.6 45.6 53.5 63.6 41.6 119.2 90.1 57.5 26.9 131.4 46.5 37.0 LnGrp LOS F D D E D F F E C F D D
Approach Vol, veh/h 1242 1124 2730 1870
Approach Delay, s/veh 69.9 75.4 63.3 59.5
Approach LOS EEEE
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 17.0 53.4 8.0 51.6 27.0 43.4 16.6 43.0 Change Period (Y+Rc), s 4.6 6.5 4.6 5.8 4.6 6.5 4.6 5.8 Max Green Setting (Gmax), s 12.4 46.9 5.0 44.2 22.4 36.9 12.0 37.2 Max Q Clear Time (g_c+I1), s 14.4 48.0 3.4 39.1 24.1 30.1 14.0 39.2 Green Ext Time (p_c), s 0.0 0.0 0.0 2.5 0.0 4.6 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 65.4
HCM 6th LOS E

5.1-95
4961
HCM 6th TWSC California Logistics Center (JN 14274)
6: Haven Av. & Driveway 1 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 3
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 6 2003 3 0 1526
Future Vol, veh/h 0 6 2003 3 0 1526
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 7 2177 3 0 1659
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1090 0 0 - -
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 183 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 183 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 25.4 0 0

HCM LOS D
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 183 -
HCM Lane V/C Ratio - - 0.036 -
HCM Control Delay (s) - - 25.4 -
HCM Lane LOS - - D -
HCM 95th %tile Q(veh) - - 0.1 -

5.1-96
4962
HCM 6th TWSC California Logistics Center (JN 14274)
7: Haven Av. & Driveway 2 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 4
Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 2 2003 3 0 1526
Future Vol, veh/h 0 2 2003 3 0 1526
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 2 2177 3 0 1659
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1090 0 0 - -
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 183 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 183 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 24.9 0 0

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 183 -
HCM Lane V/C Ratio - - 0.012 -
HCM Control Delay (s) - - 24.9 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -

5.1-97
4963
HCM 6th TWSC California Logistics Center (JN 14274)
8: Haven Av. & La Salle St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 5
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 25 1968 17 0 1535
Future Vol, veh/h 0 25 1968 17 0 1535
Conflicting Peds, #/hr 0 00000
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 97 97 97 97 97 97
Heavy Vehicles, % 0 00000
Mvmt Flow 0 26 2029 18 0 1582
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1024 0 0 - -
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 203 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 203 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 25.3 0 0

HCM LOS D
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 203 -
HCM Lane V/C Ratio - - 0.127 -
HCM Control Delay (s) - - 25.3 -
HCM Lane LOS - - D -
HCM 95th %tile Q(veh) - - 0.4 -

5.1-98
4964
Timings California Logistics Center (JN 14274)
9: Haven Av. & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 6
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 454 338 313 283 211 66 1976 343 202 1515 330 Future Volume (vph) 454 338 313 283 211 66 1976 343 202 1515 330 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7438 52 16
Permitted Phases 8 2 6
Detector Phase 74388522166
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 42.8 9.6 15.8 15.8 9.6 36.5 36.5 9.6 35.5 35.5 Total Split (s) 29.5 42.8 15.0 28.3 28.3 14.9 50.2 50.2 22.0 57.3 57.3 Total Split (%) 22.7% 32.9% 11.5% 21.8% 21.8% 11.5% 38.6% 38.6% 16.9% 44.1% 44.1% Yellow Time (s) 3.6 4.8 3.6 4.8 4.8 3.6 5.5 5.5 3.6 5.5 5.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 4.6 5.8 5.8 4.6 6.5 6.5 4.6 6.5 6.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 120.8
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Splits and Phases: 9: Haven Av. & Jurupa St.

5.1-99
4965
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 9: Haven Av. & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 454 338 65 313 283 211 66 1976 343 202 1515 330 Future Volume (veh/h) 454 338 65 313 283 211 66 1976 343 202 1515 330 Initial Q (Qb), veh 000000000000
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 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 463 345 53 319 289 157 67 2016 256 206 1546 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 000000000000
Cap, veh/h 516 925 138 265 443 198 84 2281 561 230 2843 Arrive On Green 0.17 0.21 0.21 0.09 0.13 0.13 0.05 0.37 0.37 0.14 0.46 0.00 Sat Flow, veh/h 2956 4313 645 2956 3420 1525 1619 6192 1522 1619 6192 1525 Grp Volume(v), veh/h 463 260 138 319 289 157 67 2016 256 206 1546 0 Grp Sat Flow(s),veh/h/ln 1478 1638 1682 1478 1710 1525 1619 1548 1522 1619 1548 1525 Q Serve(g_s), s 17.8 7.9 8.2 10.4 9.3 11.6 4.8 35.4 14.8 14.5 20.9 0.0 Cycle Q Clear(g_c), s 17.8 7.9 8.2 10.4 9.3 11.6 4.8 35.4 14.8 14.5 20.9 0.0 Prop In Lane 1.00 0.38 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 516 703 361 265 443 198 84 2281 561 230 2843 V/C Ratio(X) 0.90 0.37 0.38 1.20 0.65 0.79 0.80 0.88 0.46 0.89 0.54 Avail Cap(c_a), veh/h 634 1044 536 265 663 296 144 2331 573 243 2843 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 0.00 Uniform Delay (d), s/veh 46.9 38.9 39.0 52.8 48.0 49.0 54.5 34.3 27.8 48.9 22.6 0.0 Incr Delay (d2), s/veh 12.1 0.3 0.7 122.2 1.6 8.5 6.5 4.4 0.6 29.4 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.2 3.1 3.3 8.2 4.0 4.8 2.0 12.9 5.3 7.5 7.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.0 39.2 39.7 175.1 49.7 57.6 61.0 38.7 28.4 78.4 22.9 0.0 LnGrp LOS E D D F D E E D C E C
Approach Vol, veh/h 861 765 2339 1752 A
Approach Delay, s/veh 50.0 103.6 38.2 29.4
Approach LOS D F D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 21.1 49.3 15.0 30.7 10.6 59.8 24.9 20.8 Change Period (Y+Rc), s 4.6 6.5 4.6 5.8 4.6 6.5 4.6 5.8 Max Green Setting (Gmax), s 17.4 43.7 10.4 37.0 10.3 50.8 24.9 22.5 Max Q Clear Time (g_c+I1), s 16.5 37.4 12.4 10.2 6.8 22.9 19.8 13.6 Green Ext Time (p_c), s 0.0 5.4 0.0 2.3 0.0 11.7 0.5 1.4 Intersection Summary
HCM 6th Ctrl Delay 46.0
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

5.1-100
4966
Timings California Logistics Center (JN 14274)
10: Haven Av. & Mission Bl. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 519 655 109 37 449 422 101 1488 57 302 1329 Future Volume (vph) 519 655 109 37 449 422 101 1488 57 302 1329 Turn Type Prot NA pm+ov Prot NA pm+ov Prot NA pm+ov Prot NA Protected Phases 74538152316
Permitted Phases 4 8 2
Detector Phase 74538152316
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 10.0 Minimum Split (s) 9.6 44.5 9.6 9.6 16.5 9.6 9.6 45.2 9.6 9.6 48.5 Total Split (s) 28.5 44.5 19.6 9.6 25.6 29.0 19.6 46.9 9.6 29.0 56.3 Total Split (%) 21.9% 34.2% 15.1% 7.4% 19.7% 22.3% 15.1% 36.1% 7.4% 22.3% 43.3% Yellow Time (s) 3.6 5.5 3.6 3.6 5.5 3.6 3.6 5.2 3.6 3.6 5.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 4.6 6.5 4.6 4.6 6.2 4.6 4.6 6.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 127.8
Natural Cycle: 125
Control Type: Actuated-Uncoordinated
Splits and Phases: 10: Haven Av. & Mission Bl.

5.1-101
4967
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 10: Haven Av. & Mission Bl. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 519 655 109 37 449 422 101 1488 57 302 1329 130 Future Volume (veh/h) 519 655 109 37 449 422 101 1488 57 302 1329 130 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1600 1800 1800 1600 1800 1800 1700 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 541 682 69 39 468 326 105 1550 39 315 1384 124 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 000000000000
Cap, veh/h 542 1479 577 86 720 509 126 1535 520 303 1934 173 Arrive On Green 0.18 0.30 0.30 0.03 0.15 0.15 0.08 0.31 0.31 0.19 0.42 0.42 Sat Flow, veh/h 2956 4914 1524 2956 4914 1525 1619 4914 1524 1619 4585 411 Grp Volume(v), veh/h 541 682 69 39 468 326 105 1550 39 315 989 519 Grp Sat Flow(s),veh/h/ln 1478 1638 1524 1478 1638 1525 1619 1638 1524 1619 1638 1720 Q Serve(g_s), s 23.8 14.7 3.8 1.7 11.7 19.1 8.3 40.7 2.3 24.4 32.6 32.6 Cycle Q Clear(g_c), s 23.8 14.7 3.8 1.7 11.7 19.1 8.3 40.7 2.3 24.4 32.6 32.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.24
Lane Grp Cap(c), veh/h 542 1479 577 86 720 509 126 1535 520 303 1382 725 V/C Ratio(X) 1.00 0.46 0.12 0.45 0.65 0.64 0.83 1.01 0.07 1.04 0.72 0.72 Avail Cap(c_a), veh/h 542 1479 577 113 720 509 186 1535 520 303 1382 725 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.2 37.0 26.3 62.2 52.4 36.8 59.2 44.8 29.0 52.9 31.2 31.2 Incr Delay (d2), s/veh 38.0 0.2 0.1 1.4 2.1 2.7 12.1 25.4 0.1 62.2 1.8 3.4 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 11.3 5.6 1.3 0.6 4.8 8.7 3.7 19.3 0.8 14.7 12.3 13.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 91.2 37.2 26.4 63.6 54.5 39.5 71.3 70.2 29.1 115.1 33.0 34.6 LnGrp LOS F D C E D D E F C F C C
Approach Vol, veh/h 1292 833 1694 1823
Approach Delay, s/veh 59.2 49.0 69.3 47.6
Approach LOS E D E D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 29.0 47.2 8.4 45.7 14.7 61.5 28.5 25.6 Change Period (Y+Rc), s 4.6 * 6.5 4.6 6.5 4.6 6.5 4.6 6.5 Max Green Setting (Gmax), s 24.4 * 41 5.0 38.0 15.0 49.8 23.9 19.1 Max Q Clear Time (g_c+I1), s 26.4 42.7 3.7 16.7 10.3 34.6 25.8 21.1 Green Ext Time (p_c), s 0.0 0.0 0.0 4.2 0.0 7.9 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 57.0
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-102
4968
Timings California Logistics Center (JN 14274)
11: Haven Av. & SR-60 WB Ramps 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 11
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 276 9 509 142 852 1199 527
Future Volume (vph) 276 9 509 142 852 1199 527
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 8 8 5 2 6
Permitted Phases 8 6
Detector Phase 8885266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.8 10.8 10.8 9.0 34.7 27.8 27.8
Total Split (s) 43.0 43.0 43.0 10.0 47.0 37.0 37.0
Total Split (%) 47.8% 47.8% 47.8% 11.1% 52.2% 41.1% 41.1% Yellow Time (s) 4.8 4.8 4.8 3.5 5.2 5.3 5.3
All-Red Time (s) 1.0 1.0 1.0 0.5 0.5 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.8 5.8 5.8 4.0 5.7 5.8 5.8
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None Min Min Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 78
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 11: Haven Av. & SR-60 WB Ramps

5.1-103
4969
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 11: Haven Av. & SR-60 WB Ramps 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 12
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 276 9 509 142 852 0 0 1199 527 Future Volume (veh/h) 0 0 0 276 9 509 142 852 0 0 1199 527 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1700 1800 1800 1600 1800 0 0 1800 1800 Adj Flow Rate, veh/h 294 0 241 148 888 0 0 1249 382
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 000000000
Cap, veh/h 721 0 340 259 2668 0 0 1840 564
Arrive On Green 0.22 0.00 0.22 0.09 0.54 0.00 0.00 0.37 0.37 Sat Flow, veh/h 3238 0 1525 2956 5076 0 0 5076 1506
Grp Volume(v), veh/h 294 0 241 148 888 0 0 1249 382
Grp Sat Flow(s),veh/h/ln 1619 0 1525 1478 1638 0 0 1638 1506 Q Serve(g_s), s 3.8 0.0 7.2 2.4 5.0 0.0 0.0 10.6 10.5
Cycle Q Clear(g_c), s 3.8 0.0 7.2 2.4 5.0 0.0 0.0 10.6 10.5 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 721 0 340 259 2668 0 0 1840 564
V/C Ratio(X) 0.41 0.00 0.71 0.57 0.33 0.00 0.00 0.68 0.68 Avail Cap(c_a), veh/h 2432 0 1146 358 4098 0 0 3096 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 16.5 0.0 17.8 21.7 6.3 0.0 0.0 13.0 13.0 Incr Delay (d2), s/veh 0.4 0.0 2.7 2.0 0.0 0.0 0.0 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 2.3 0.8 0.9 0.0 0.0 2.7 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.8 0.0 20.5 23.7 6.3 0.0 0.0 13.2 13.5 LnGrp LOS B A C C AAABB
Approach Vol, veh/h 535 1036 1631
Approach Delay, s/veh 18.5 8.8 13.2
Approach LOS B A B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 32.7 8.3 24.3 16.8
Change Period (Y+Rc), s * 5.8 4.0 5.8 5.8
Max Green Setting (Gmax), s * 41 6.0 31.2 37.2
Max Q Clear Time (g_c+I1), s 7.0 4.4 12.6 9.2
Green Ext Time (p_c), s 3.8 0.1 6.0 1.8
Intersection Summary
HCM 6th Ctrl Delay 12.7
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-104
4970
Timings California Logistics Center (JN 14274)
12: Haven Av. & SR-60 EB Ramps 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 13
Lane Group EBL EBT EBR NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 392 7 154 602 609 866
Future Volume (vph) 392 7 154 602 609 866
Turn Type Split NA Perm NA Prot NA
Protected Phases 4 4 2 1 6
Permitted Phases 4
Detector Phase 444216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.8 10.8 10.8 26.7 9.0 29.7
Total Split (s) 27.0 27.0 27.0 32.0 31.0 63.0
Total Split (%) 30.0% 30.0% 30.0% 35.6% 34.4% 70.0%
Yellow Time (s) 4.8 4.8 4.8 5.2 3.5 5.2
All-Red Time (s) 1.0 1.0 1.0 0.5 0.5 0.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.8 5.8 5.8 5.7 4.0 5.7
Lead/Lag Lag Lead
Lead-Lag Optimize? Yes Yes
Recall Mode None None None Min None Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 69.4
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 12: Haven Av. & SR-60 EB Ramps

5.1-105
4971
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 12: Haven Av. & SR-60 EB Ramps 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 392 7 154 0 0 0 0 602 195 609 866 0 Future Volume (veh/h) 392 7 154 0 0 0 0 602 195 609 866 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1700 1800 1800 0 1800 1800 1600 1800 0 Adj Flow Rate, veh/h 428 0 56 0 647 149 655 931 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 0 0 000000
Cap, veh/h 607 0 286 0 956 217 831 2926 0
Arrive On Green 0.19 0.00 0.19 0.00 0.24 0.24 0.28 0.60 0.00 Sat Flow, veh/h 3238 0 1525 0 4166 908 2956 5076 0
Grp Volume(v), veh/h 428 0 56 0 527 269 655 931 0
Grp Sat Flow(s),veh/h/ln 1619 0 1525 0 1638 1637 1478 1638 0 Q Serve(g_s), s 6.6 0.0 1.6 0.0 7.7 7.9 10.8 5.0 0.0
Cycle Q Clear(g_c), s 6.6 0.0 1.6 0.0 7.7 7.9 10.8 5.0 0.0 Prop In Lane 1.00 1.00 0.00 0.55 1.00 0.00
Lane Grp Cap(c), veh/h 607 0 286 0 782 391 831 2926 0
V/C Ratio(X) 0.71 0.00 0.20 0.00 0.67 0.69 0.79 0.32 0.00 Avail Cap(c_a), veh/h 1296 0 611 0 1627 813 1507 5316 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 20.1 0.0 18.1 0.0 18.3 18.4 17.6 5.3 0.0 Incr Delay (d2), s/veh 1.5 0.0 0.3 0.0 0.4 0.8 1.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 0.5 0.0 2.4 2.5 3.0 0.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.7 0.0 18.5 0.0 18.7 19.2 19.3 5.4 0.0 LnGrp LOS C A B ABBBAA
Approach Vol, veh/h 484 796 1586
Approach Delay, s/veh 21.3 18.8 11.1
Approach LOS C B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 18.9 18.3 15.7 37.2
Change Period (Y+Rc), s 4.0 5.7 5.8 5.7
Max Green Setting (Gmax), s 27.0 26.3 21.2 57.3
Max Q Clear Time (g_c+I1), s 12.8 9.9 8.6 7.0
Green Ext Time (p_c), s 2.1 2.7 1.4 4.1
Intersection Summary
HCM 6th Ctrl Delay 15.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

5.1-106
4972
HCM 6th TWSC California Logistics Center (JN 14274)
13: Driveway 3 & E. Airport Dr. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 8
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 0 784 4 7 1216 0 14 04000
Future Vol, veh/h 0 784 4 7 1216 0 14 04000
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 240 - - 210 --------
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, % 0 00000000000
Mvmt Flow 0 852 4 8 1322 0 15 04000
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1322 0 0 856 0 0 1399 2192 428 1764 2194 661 Stage 1 - - - - - - 854 854 - 1338 1338 -
Stage 2 - - - - - - 545 1338 - 426 856 -
Critical Hdwy 5.3 - - 4.1 - - 6.95 6.5 6.9 6.95 6.5 7.1 Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 7.3 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.7 5.5 - 6.5 5.5 -
Follow-up Hdwy 3.1 - - 2.2 - - 3.65 4 3.3 3.65 4 3.9
Pot Cap-1 Maneuver 278 - - 793 - - 124 46 581 70 46 351 Stage 1 - - - - - - 315 378 - 120 224 -
Stage 2 - - - - - - 466 224 - 563 377 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 278 - - 793 - - 123 46 581 69 46 351 Mov Cap-2 Maneuver - - - - - - 123 46 - 69 46 -
Stage 1 - - - - - - 315 378 - 120 222 -
Stage 2 - - - - - - 461 222 - 559 377 -
Approach EB WB NB SB
HCM Control Delay, s 0 0.1 32.8 0

HCM LOS D A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 149 278 - - 793 - - -
HCM Lane V/C Ratio 0.131 - - - 0.01 - - -
HCM Control Delay (s) 32.8 0 - - 9.6 - - 0
HCM Lane LOS D A - - A - - A
HCM 95th %tile Q(veh) 0.4 0 - - 0 - - -

5.1-107
4973
HCM 6th TWSC California Logistics Center (JN 14274)
14: Driveway 4 & E. Airport Dr. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 9
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 781 7 0 1223 0 10
Future Vol, veh/h 781 7 0 1223 0 10
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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, % 0 00000
Mvmt Flow 849 8 0 1329 0 11
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 429
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 6.9
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.3
Pot Cap-1 Maneuver - - 0 - 0 580
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 580
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Control Delay, s 0 0 11.3

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 580 - - -
HCM Lane V/C Ratio 0.019 - - -
HCM Control Delay (s) 11.3 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.1 - - -

5.1-108
4974
HCM 6th TWSC California Logistics Center (JN 14274)
15: Driveway 5 & E. Airport Dr. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 10
Intersection
Int Delay, s/veh 0.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 774 17 0 1223 0 24
Future Vol, veh/h 774 17 0 1223 0 24
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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, % 0 00000
Mvmt Flow 841 18 0 1329 0 26
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 - - - 430
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 6.9
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.3
Pot Cap-1 Maneuver - - 0 - 0 579
Stage 1 - - 0 - 0 -
Stage 2 - - 0 - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 579
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB NB
HCM Control Delay, s 0 0 11.5

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT
Capacity (veh/h) 579 - - -
HCM Lane V/C Ratio 0.045 - - -
HCM Control Delay (s) 11.5 - - -
HCM Lane LOS B - - -
HCM 95th %tile Q(veh) 0.1 - - -

5.1-109
4975
HCM 6th TWSC California Logistics Center (JN 14274)
16: Driveway 6 & La Salle St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 11
Intersection
Int Delay, s/veh 1.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 15 2 2 44 5 2
Future Vol, veh/h 15 2 2 44 5 2
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 200 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 16 2 2 48 5 2
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 18 0 45 9
Stage 1 - - - - 17 -
Stage 2 - - - - 28 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1612 - 966 1077
Stage 1 - - - - 1009 -
Stage 2 - - - - 997 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1612 - 965 1077
Mov Cap-2 Maneuver - - - - 939 -
Stage 1 - - - - 1009 -
Stage 2 - - - - 996 -
Approach EB WB NB
HCM Control Delay, s 0 0.3 8.7

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 975 - - 1612 -
HCM Lane V/C Ratio 0.008 - - 0.001 -
HCM Control Delay (s) 8.7 - - 7.2 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -

5.1-110
4976
HCM 6th TWSC California Logistics Center (JN 14274)
17: Driveway 7 & La Salle St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 12
Intersection
Int Delay, s/veh 1.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 16 2 3 45 3 5
Future Vol, veh/h 16 2 3 45 3 5
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 200 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 17 2 3 49 3 5
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 19 0 49 10
Stage 1 - - - - 18 -
Stage 2 - - - - 31 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1611 - 960 1075
Stage 1 - - - - 1008 -
Stage 2 - - - - 993 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1611 - 958 1075
Mov Cap-2 Maneuver - - - - 893 -
Stage 1 - - - - 1008 -
Stage 2 - - - - 991 -
Approach EB WB NB
HCM Control Delay, s 0 0.5 8.6

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 999 - - 1611 -
HCM Lane V/C Ratio 0.009 - - 0.002 -
HCM Control Delay (s) 8.6 - - 7.2 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -

5.1-111
4977
HCM 6th TWSC California Logistics Center (JN 14274)
18: La Salle St. & Driveway 8 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 13
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 19 34 8 0 14
Future Vol, veh/h 2 19 34 8 0 14
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 200 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 2 21 37 9 0 15
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 46 0 - 0 57 23
Stage 1 - - - - 42 -
Stage 2 - - - - 15 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1575 - - - 949 1055
Stage 1 - - - - 981 -
Stage 2 - - - - 1011 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1575 - - - 948 1055
Mov Cap-2 Maneuver - - - - 926 -
Stage 1 - - - - 980 -
Stage 2 - - - - 1011 -
Approach EB WB SB
HCM Control Delay, s 0.7 0 8.5

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1575 - - - 1055
HCM Lane V/C Ratio 0.001 - - - 0.014
HCM Control Delay (s) 7.3 - - - 8.5
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 - - - 0

5.1-112
4978
HCM 6th TWSC California Logistics Center (JN 14274)
19: La Salle St. & Driveway 9 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 14
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 37 102 0 0 0
Future Vol, veh/h 0 37 102 0 0 0
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 200 - - - 0 -
Veh in Median Storage, # - 0 0 - 2 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 0 40 111 0 0 0
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 111 0 - 0 131 56
Stage 1 - - - - 111 -
Stage 2 - - - - 20 -
Critical Hdwy 4.1 - - - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 1492 - - - 855 1005
Stage 1 - - - - 907 -
Stage 2 - - - - 1006 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1492 - - - 855 1005
Mov Cap-2 Maneuver - - - - 857 -
Stage 1 - - - - 907 -
Stage 2 - - - - 1006 -
Approach EB WB SB
HCM Control Delay, s 0 0 0

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1492 ----
HCM Lane V/C Ratio -----
HCM Control Delay (s) 0 - - - 0
HCM Lane LOS A - - - A
HCM 95th %tile Q(veh) 0 ----

5.1-113
4979
HCM 6th TWSC California Logistics Center (JN 14274)
20: Jurupa St. & Driveway 10 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 15
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 886 801 4 0 7
Future Vol, veh/h 0 886 801 4 0 7
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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, % 0 00000
Mvmt Flow 0 963 871 4 0 8
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 438
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 6.9
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.3
Pot Cap-1 Maneuver 0 - - - 0 572
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 572
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 11.4

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 572
HCM Lane V/C Ratio - - - 0.013
HCM Control Delay (s) - - - 11.4
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0

5.1-114
4980
HCM 6th TWSC California Logistics Center (JN 14274)
21: Jurupa St. & Driveway 11 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 16
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 886 799 4 0 6
Future Vol, veh/h 0 886 799 4 0 6
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
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, % 0 00000
Mvmt Flow 0 963 868 4 0 7
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 436
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - - - - - 6.9
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - - - - - 3.3
Pot Cap-1 Maneuver 0 - - - 0 574
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - 574
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB WB SB
HCM Control Delay, s 0 0 11.3

HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBR SBLn1
Capacity (veh/h) - - - 574
HCM Lane V/C Ratio - - - 0.011
HCM Control Delay (s) - - - 11.3
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0

5.1-115
4981
Timings California Logistics Center (JN 14274)
22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy. 01/08/2022 E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 17
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 252 360 68 1 435 85 130 38 53 42 460 Future Volume (vph) 252 360 68 1 435 85 130 38 53 42 460 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA pm+ov Protected Phases 7 4 3 8 52167
Permitted Phases 4 8 6
Detector Phase 74438852167
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 5.0 Minimum Split (s) 9.6 25.8 25.8 9.6 36.8 36.8 9.6 34.8 9.6 38.8 9.6 Total Split (s) 33.0 60.2 60.2 9.6 36.8 36.8 11.0 36.4 13.8 39.2 33.0 Total Split (%) 27.5% 50.2% 50.2% 8.0% 30.7% 30.7% 9.2% 30.3% 11.5% 32.7% 27.5% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 4.8 3.6 4.8 3.6 4.8 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 5.8 4.6 5.8 4.6 5.8 4.6 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 78
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Splits and Phases: 22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy.

5.1-116
4982
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy. 01/08/2022 E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 252 360 68 1 435 85 130 38 18 53 42 460 Future Volume (veh/h) 252 360 68 1 435 85 130 38 18 53 42 460 Initial Q (Qb), veh 000000000000
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 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1700 Adj Flow Rate, veh/h 286 409 77 1 494 64 148 43 20 60 48 311 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 000000000000
Cap, veh/h 333 1425 636 3 726 324 162 476 207 83 535 918 Arrive On Green 0.21 0.42 0.42 0.00 0.21 0.21 0.10 0.21 0.21 0.05 0.16 0.16 Sat Flow, veh/h 1619 3420 1525 1619 3420 1525 1619 2320 1009 1619 3420 2536 Grp Volume(v), veh/h 286 409 77 1 494 64 148 31 32 60 48 311 Grp Sat Flow(s),veh/h/ln 1619 1710 1525 1619 1710 1525 1619 1710 1618 1619 1710 1268 Q Serve(g_s), s 10.9 5.1 2.0 0.0 8.5 2.2 5.8 0.9 1.0 2.3 0.8 5.7 Cycle Q Clear(g_c), s 10.9 5.1 2.0 0.0 8.5 2.2 5.8 0.9 1.0 2.3 0.8 5.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.62 1.00 1.00
Lane Grp Cap(c), veh/h 333 1425 636 3 726 324 162 351 332 83 535 918 V/C Ratio(X) 0.86 0.29 0.12 0.39 0.68 0.20 0.91 0.09 0.10 0.72 0.09 0.34 Avail Cap(c_a), veh/h 719 2911 1298 127 1659 740 162 819 775 233 1787 1846 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 24.5 12.4 11.5 31.9 23.2 20.7 28.5 20.6 20.6 29.9 23.1 14.8 Incr Delay (d2), s/veh 2.5 0.1 0.1 33.2 1.1 0.3 45.3 0.1 0.1 4.4 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 1.6 0.6 0.0 3.1 0.7 4.1 0.3 0.4 0.9 0.3 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.0 12.5 11.5 65.0 24.3 21.0 73.8 20.7 20.7 34.3 23.1 15.0 LnGrp LOS C B B E C C E CCCCB
Approach Vol, veh/h 772 559 211 419
Approach Delay, s/veh 17.8 24.0 58.0 18.7
Approach LOS B C E B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.9 18.9 4.7 32.4 11.0 15.8 17.7 19.4 Change Period (Y+Rc), s 4.6 5.8 4.6 5.8 4.6 5.8 4.6 5.8 Max Green Setting (Gmax), s 9.2 30.6 5.0 54.4 6.4 33.4 28.4 31.0 Max Q Clear Time (g_c+I1), s 4.3 3.0 2.0 7.1 7.8 7.7 12.9 10.5 Green Ext Time (p_c), s 0.0 0.2 0.0 2.9 0.0 1.5 0.3 3.1 Intersection Summary
HCM 6th Ctrl Delay 24.1
HCM 6th LOS C

5.1-117
4983
HCM 6th TWSC California Logistics Center (JN 14274)
23: Carnegie Av. & Driveway 12 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 19
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 0 4 1 0 3 3 163 0 2 97 13
Future Vol, veh/h 20 0 4 1 0 3 3 163 0 2 97 13
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 200 - - 200 - -
Veh in Median Storage, # - 2 - - 2 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 0 00000000000
Mvmt Flow 22 0 4 1 0 3 3 177 0 2 105 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 211 299 60 240 306 89 119 0 0 177 0 0 Stage 1 116 116 - 183 183 -------
Stage 2 95 183 - 57 123 -------
Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 733 616 999 699 611 958 1482 - - 1411 - - Stage 1 882 803 - 807 752 -------
Stage 2 907 752 - 954 798 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 729 614 999 694 609 958 1482 - - 1411 - - Mov Cap-2 Maneuver 793 681 - 752 679 -------
Stage 1 880 802 - 805 750 -------
Stage 2 902 750 - 949 797 -------
Approach EB WB NB SB
HCM Control Delay, s 9.5 9 0.1 0.1

HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1482 - - 821 897 1411 - -
HCM Lane V/C Ratio 0.002 - - 0.032 0.005 0.002 - -
HCM Control Delay (s) 7.4 - - 9.5 9 7.6 - -
HCM Lane LOS A - - A A A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - -

5.1-118
4984
HCM 6th TWSC California Logistics Center (JN 14274)
24: Carnegie Av. & Driveway 13 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 20
Intersection
Int Delay, s/veh 0.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 1 6 159 1 4 98
Future Vol, veh/h 1 6 159 1 4 98
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 200 -
Veh in Median Storage, # 2 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1 7 173 1 4 107
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 236 87 0 0 174 0
Stage 1 174 -----
Stage 2 62 -----
Critical Hdwy 6.8 6.9 - - 4.1 -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 737 961 - - 1415 -
Stage 1 845 -----
Stage 2 959 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 735 961 - - 1415 -
Mov Cap-2 Maneuver 787 -----
Stage 1 845 -----
Stage 2 956 -----
Approach WB NB SB
HCM Control Delay, s 8.9 0 0.3

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 932 1415 -
HCM Lane V/C Ratio - - 0.008 0.003 -
HCM Control Delay (s) - - 8.9 7.6 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -

5.1-119
4985
HCM 6th TWSC California Logistics Center (JN 14274)
25: Carnegie Av. & Driveway 14 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 21
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 12 4 8 148 96 2
Future Vol, veh/h 12 4 8 148 96 2
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 13 4 9 161 104 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 204 53 106 0 - 0
Stage 1 105 -----
Stage 2 99 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 771 1010 1498 - - -
Stage 1 914 -----
Stage 2 920 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 766 1010 1498 - - -
Mov Cap-2 Maneuver 821 -----
Stage 1 909 -----
Stage 2 920 -----
Approach EB NB SB
HCM Control Delay, s 9.3 0.4 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1498 - 861 - -
HCM Lane V/C Ratio 0.006 - 0.02 - -
HCM Control Delay (s) 7.4 - 9.3 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0.1 - -

5.1-120
4986
HCM 6th AWSC California Logistics Center (JN 14274)
26: Carnegie Av. & Driveway 15/Santa Ana St. 01/08/2022 E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 22
Intersection
Intersection Delay, s/veh 8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 0 4 10 0 58 6 90 20 16 83 2
Future Vol, veh/h 8 0 4 10 0 58 6 90 20 16 83 2
Peak Hour Factor 0.92 0.92 0.92 0.79 0.92 0.79 0.92 0.79 0.79 0.79 0.79 0.92 Heavy Vehicles, % 000000000000
Mvmt Flow 9 0 4 13 0 73 7 114 25 20 105 2
Number of Lanes 010111120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3133
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3313
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3331
HCM Control Delay 8.3 7.5 8.1 8.2

HCM LOS AAAA

Lane NBLn1 NBLn2 NBLn3 EBLn1 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 67% 100% 3% 0% 100% 0% 0%
Vol Thru, % 0% 100% 60% 0% 0% 0% 0% 0% 100% 93%
Vol Right, % 0% 0% 40% 33% 0% 97% 100% 0% 0% 7%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 6 60 50 12 9 29 30 16 55 30
LT Vol 6 0 0 8 9 1 0 16 0 0
Through Vol 0 60 30 0 0 0 0 0 55 28
RT Vol 0 0 20 4 0 28 30 0 0 2
Lane Flow Rate 7 76 63 13 11 37 37 20 70 37
Geometry Grp 8888777888
Degree of Util (X) 0.01 0.106 0.083 0.02 0.018 0.046 0.046 0.031 0.098 0.052 Departure Headway (Hd) 5.514 5.013 4.732 5.451 5.637 4.48 4.439 5.538 5.037 4.99 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 651 716 758 657 636 800 808 648 712 719
Service Time 3.234 2.733 2.453 3.182 3.359 2.201 2.161 3.26 2.759 2.712 HCM Lane V/C Ratio 0.011 0.106 0.083 0.02 0.017 0.046 0.046 0.031 0.098 0.051 HCM Control Delay 8.3 8.3 7.9 8.3 8.5 7.4 7.4 8.4 8.3 8 HCM Lane LOS AAAAAAAAAA
HCM 95th-tile Q 0 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.3 0.2

5.1-121
4987
HCM 6th TWSC California Logistics Center (JN 14274)
27: Carnegie Av. & Driveway 16 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 23
Intersection
Int Delay, s/veh 2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 13 27 23 102 90 7
Future Vol, veh/h 13 27 23 102 90 7
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 14 29 25 111 98 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 208 53 106 0 - 0
Stage 1 102 -----
Stage 2 106 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 767 1010 1498 - - -
Stage 1 917 -----
Stage 2 913 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 754 1010 1498 - - -
Mov Cap-2 Maneuver 812 -----
Stage 1 901 -----
Stage 2 913 -----
Approach EB NB SB
HCM Control Delay, s 9 1.4 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1498 - 936 - -
HCM Lane V/C Ratio 0.017 - 0.046 - -
HCM Control Delay (s) 7.4 - 9 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0.1 - 0.1 - -

5.1-122
4988
HCM 6th TWSC California Logistics Center (JN 14274)
28: Carnegie Av. & Driveway 17 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 24
Intersection
Int Delay, s/veh 0.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 17 5 124 110 7
Future Vol, veh/h 2 17 5 124 110 7
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 2 18 5 135 120 8
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 202 64 128 0 - 0
Stage 1 124 -----
Stage 2 78 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 774 994 1470 - - -
Stage 1 894 -----
Stage 2 942 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 772 994 1470 - - -
Mov Cap-2 Maneuver 820 -----
Stage 1 891 -----
Stage 2 942 -----
Approach EB NB SB
HCM Control Delay, s 8.8 0.3 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1470 - 972 - -
HCM Lane V/C Ratio 0.004 - 0.021 - -
HCM Control Delay (s) 7.5 - 8.8 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0.1 - -

5.1-123
4989
HCM 6th AWSC California Logistics Center (JN 14274)
29: Carnegie Av. & La Salle St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 25
Intersection
Intersection Delay, s/veh 7.8
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 25 12 67 103 90 37
Future Vol, veh/h 25 12 67 103 90 37
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles, % 000000
Mvmt Flow 27 13 71 110 96 39
Number of Lanes 111220
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 2 3
Conflicting Approach Left SB EB
Conflicting Lanes Left 2 2 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 3 0 2
HCM Control Delay 8.3 7.7 7.9

HCM LOS A A A

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 SBLn1 SBLn2
Vol Left, % 100% 0% 0% 100% 0% 0% 0%
Vol Thru, % 0% 100% 100% 0% 0% 100% 45%
Vol Right, % 0% 0% 0% 0% 100% 0% 55%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 67 52 52 25 12 60 67
LT Vol 67 0 0 25 0 0 0
Through Vol 0 52 52 0 0 60 30
RT Vol 0 0 0 0 12 0 37
Lane Flow Rate 71 55 55 27 13 64 71
Geometry Grp 8888888
Degree of Util (X) 0.107 0.074 0.048 0.043 0.016 0.088 0.09 Departure Headway (Hd) 5.38 4.879 3.175 5.763 4.562 4.942 4.555 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 669 737 1130 623 785 727 788
Service Time 3.094 2.592 0.889 3.484 2.284 2.658 2.271
HCM Lane V/C Ratio 0.106 0.075 0.049 0.043 0.017 0.088 0.09 HCM Control Delay 8.7 8 6 8.7 7.4 8.1 7.7
HCM Lane LOS AAAAAAA
HCM 95th-tile Q 0.4 0.2 0.2 0.1 0 0.3 0.3

5.1-124
4990
HCM 6th TWSC California Logistics Center (JN 14274)
30: Carnegie Av. & Driveway 18 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 26
Intersection
Int Delay, s/veh 0.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 8 3 167 7 0 102
Future Vol, veh/h 8 3 167 7 0 102
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 200 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 9 3 182 8 0 111
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 242 95 0 0 190 0
Stage 1 186 -----
Stage 2 56 -----
Critical Hdwy 6.8 6.9 - - 4.1 -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 731 949 - - 1396 -
Stage 1 833 -----
Stage 2 966 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 731 949 - - 1396 -
Mov Cap-2 Maneuver 732 -----
Stage 1 833 -----
Stage 2 966 -----
Approach WB NB SB
HCM Control Delay, s 9.7 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 781 1396 -
HCM Lane V/C Ratio - - 0.015 - -
HCM Control Delay (s) - - 9.7 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -

5.1-125
4991
Timings California Logistics Center (JN 14274)
31: Carnegie Av. & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 27
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 108 840 4 634 57 6 2 46 86
Future Volume (vph) 108 840 4 634 57 6 2 46 86
Turn Type Perm NA Perm NA Perm Perm Perm Perm Perm
Protected Phases 4 8
Permitted Phases 4 8 82266
Detector Phase 448882266
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 26.8 26.8 26.8 26.8 26.8 33.6 33.6 34.8 34.8 Total Split (s) 79.0 79.0 79.0 79.0 79.0 41.0 41.0 41.0 41.0 Total Split (%) 65.8% 65.8% 65.8% 65.8% 65.8% 34.2% 34.2% 34.2% 34.2% Yellow Time (s) 4.8 4.8 4.8 4.8 4.8 3.6 3.6 4.8 4.8
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.8 5.8 5.8 5.8 5.8 4.6 4.6 5.8 5.8 Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 36
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 31: Carnegie Av. & Jurupa St.

5.1-126
4992
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 31: Carnegie Av. & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 28
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 108 840 18 4 634 57 6 0 2 46 0 86 Future Volume (veh/h) 108 840 18 4 634 57 6 0 2 46 0 86 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 112 875 19 4 660 58 6 0 0 48 0 65
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 000000000000
Cap, veh/h 521 2614 57 484 1806 796 361 185 157 369 185 157 Arrive On Green 0.53 0.53 0.53 0.53 0.53 0.53 0.10 0.00 0.00 0.10 0.00 0.10 Sat Flow, veh/h 704 4949 107 597 3420 1506 1282 1800 1525 1360 1800 1525 Grp Volume(v), veh/h 112 579 315 4 660 58 6 0 0 48 0 65 Grp Sat Flow(s),veh/h/ln 704 1638 1781 597 1710 1506 1282 1800 1525 1360 1800 1525 Q Serve(g_s), s 3.5 3.2 3.2 0.1 3.5 0.6 0.1 0.0 0.0 1.0 0.0 1.3 Cycle Q Clear(g_c), s 7.0 3.2 3.2 3.3 3.5 0.6 0.1 0.0 0.0 1.0 0.0 1.3 Prop In Lane 1.00 0.06 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 521 1730 941 484 1806 796 361 185 157 369 185 157 V/C Ratio(X) 0.21 0.33 0.34 0.01 0.37 0.07 0.02 0.00 0.00 0.13 0.00 0.41 Avail Cap(c_a), veh/h 1789 7629 4147 1559 7964 3508 1714 2084 1766 1752 2016 1708 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 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 6.4 4.2 4.3 5.2 4.3 3.6 12.7 0.0 0.0 13.1 0.0 13.2 Incr Delay (d2), s/veh 0.2 0.1 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.2 0.0 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.2 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.2 0.0 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.6 4.4 4.5 5.2 4.5 3.7 12.7 0.0 0.0 13.3 0.0 15.0 LnGrp LOS AAAAAABAABAB
Approach Vol, veh/h 1006 722 6 113
Approach Delay, s/veh 4.6 4.4 12.7 14.2
Approach LOS AABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 9.0 22.4 9.0 22.4
Change Period (Y+Rc), s * 5.8 5.8 5.8 5.8
Max Green Setting (Gmax), s * 36 73.2 35.2 73.2
Max Q Clear Time (g_c+I1), s 2.1 9.0 3.3 5.5
Green Ext Time (p_c), s 0.0 7.6 0.3 4.9
Intersection Summary
HCM 6th Ctrl Delay 5.2
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-127
4993
HCM 6th TWSC California Logistics Center (JN 14274)
32: Driveway 19 & Santa Ana St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 29
Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 28 5 0 53 3702108
Future Vol, veh/h 3 28 5 0 53 3702108
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 200 - - 200 --------
Veh in Median Storage, # - 0 - - 0 - - 2 - - 2 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 0 00000000000
Mvmt Flow 3 30 5 0 58 3802109
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 61 0 0 35 0 0 68 100 18 81 101 31
Stage 1 - - - - - - 39 39 - 60 60 -
Stage 2 - - - - - - 29 61 - 21 41 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1555 - - 1589 - - 923 794 1063 904 793 1043 Stage 1 - - - - - - 977 866 - 950 849 -
Stage 2 - - - - - - 990 848 - 1000 865 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1555 - - 1589 - - 914 792 1063 900 791 1043 Mov Cap-2 Maneuver - - - - - - 907 790 - 893 791 -
Stage 1 - - - - - - 975 864 - 948 849 -
Stage 2 - - - - - - 982 848 - 996 863 -
Approach EB WB NB SB
HCM Control Delay, s 0.6 0 8.9 8.6

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 938 1555 - - 1589 - - 1024
HCM Lane V/C Ratio 0.01 0.002 ----- 0.01
HCM Control Delay (s) 8.9 7.3 - - 0 - - 8.6
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0

5.1-128
4994
HCM 6th TWSC California Logistics Center (JN 14274)
33: Driveway 20 & Santa Ana St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 30
Intersection
Int Delay, s/veh 3.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 6 14 11 3 34 5 10 0 8 1 0 12
Future Vol, veh/h 6 14 11 3 34 5 10 0 8 1 0 12
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 200 - - 200 --------
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, % 0 00000000000
Mvmt Flow 7 15 12 3 37 5 11 0 9 1 0 13
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 42 0 0 27 0 0 60 83 14 68 87 21
Stage 1 - - - - - - 35 35 - 46 46 -
Stage 2 - - - - - - 25 48 - 22 41 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1580 - - 1600 - - 934 811 1069 923 807 1058 Stage 1 - - - - - - 982 870 - 968 861 -
Stage 2 - - - - - - 995 859 - 999 865 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1580 - - 1600 - - 918 806 1069 911 802 1058 Mov Cap-2 Maneuver - - - - - - 918 806 - 911 802 -
Stage 1 - - - - - - 978 867 - 964 859 -
Stage 2 - - - - - - 981 857 - 986 862 -
Approach EB WB NB SB
HCM Control Delay, s 1.4 0.5 8.8 8.5

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 979 1580 - - 1600 - - 1045
HCM Lane V/C Ratio 0.02 0.004 - - 0.002 - - 0.014
HCM Control Delay (s) 8.8 7.3 - - 7.3 - - 8.5
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0

5.1-129
4995
HCM 6th TWSC California Logistics Center (JN 14274)
34: Commerce Pkwy. & Driveway 21 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 31
Intersection
Int Delay, s/veh 0.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 7 0 537 402 5
Future Vol, veh/h 0 7 0 537 402 5
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 8 0 584 437 5
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 221 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 671 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 671 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 10.4 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 671 - -
HCM Lane V/C Ratio - 0.011 - -
HCM Control Delay (s) - 10.4 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0 - -

5.1-130
4996
HCM 6th TWSC California Logistics Center (JN 14274)
35: Commerce Pkwy. & Driveway 22 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 32
Intersection
Int Delay, s/veh 0
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 4 0 537 407 2
Future Vol, veh/h 0 4 0 537 407 2
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 4 0 584 442 2
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 222 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 670 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 670 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 10.4 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 670 - -
HCM Lane V/C Ratio - 0.006 - -
HCM Control Delay (s) - 10.4 - -
HCM Lane LOS - B - -
HCM 95th %tile Q(veh) - 0 - -

5.1-131
4997
HCM 6th TWSC California Logistics Center (JN 14274)
36: Commerce Pkwy. & Driveway 23 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 33
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 5 532 3 0 411
Future Vol, veh/h 0 5 532 3 0 411
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 5 578 3 0 447
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 291 0 0 - -
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 606 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 606 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 11 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 606 -
HCM Lane V/C Ratio - - 0.009 -
HCM Control Delay (s) - - 11 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0 -

5.1-132
4998
HCM 6th AWSC California Logistics Center (JN 14274)
37: Commerce Pkwy. & Santa Ana St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 34
Intersection
Intersection Delay, s/veh 12.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 6 8 25 6 149 20 376 11 80 316 15
Future Vol, veh/h 10 6 8 25 6 149 20 376 11 80 316 15
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 Heavy Vehicles, % 000000000000
Mvmt Flow 11 7 9 27 7 162 22 409 12 87 343 16
Number of Lanes 120120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3333
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3333
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3333
HCM Control Delay 10.3 11.4 13.1 11.9

HCM LOS BBBB

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 0% 100% 0% 0% 100% 0%
Vol Thru, % 0% 100% 92% 0% 100% 20% 0% 100% 1% 0% 100%
Vol Right, % 0% 0% 8% 0% 0% 80% 0% 0% 99% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 20 251 136 10 4 10 25 4 151 80 211
LT Vol 20 0 0 10 0 0 25 0 0 80 0
Through Vol 0 251 125 0 4 2 0 4 2 0 211
RT Vol 0 0 11 0 0 8 0 0 149 0 0
Lane Flow Rate 22 272 148 11 4 11 27 4 164 87 229
Geometry Grp 88888888888
Degree of Util (X) 0.041 0.472 0.254 0.024 0.009 0.021 0.056 0.008 0.287 0.163 0.397 Departure Headway (Hd) 6.736 6.236 6.18 7.896 7.396 6.836 7.482 6.982 6.291 6.734 6.234 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 531 578 581 452 482 521 478 511 570 532 577
Service Time 4.486 3.986 3.929 5.67 5.17 4.61 5.241 4.741 4.051 4.484 3.984 HCM Lane V/C Ratio 0.041 0.471 0.255 0.024 0.008 0.021 0.056 0.008 0.288 0.164 0.397 HCM Control Delay 9.8 14.5 11 10.9 10.2 9.8 10.7 9.8 11.6 10.8 13.1 HCM Lane LOS ABBBBABABBB
HCM 95th-tile Q 0.1 2.5 1 0.1 0 0.1 0.2 0 1.2 0.6 1.9

5.1-133
4999
HCM 6th TWSC California Logistics Center (JN 14274)
38: Commerce Pkwy. & Driveway 24 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 35
Intersection
Int Delay, s/veh 0.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 14 0 407 339 10
Future Vol, veh/h 0 14 0 407 339 10
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 15 0 442 368 11
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 190 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 6.9 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.3 ----
Pot Cap-1 Maneuver 0 826 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 826 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 9.4 0 0

HCM LOS A
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 826 - -
HCM Lane V/C Ratio - 0.018 - -
HCM Control Delay (s) - 9.4 - -
HCM Lane LOS - A - -
HCM 95th %tile Q(veh) - 0.1 - -

5.1-134
5000
HCM 6th TWSC California Logistics Center (JN 14274)
39: Commerce Pkwy. & Driveway 25 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 36
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 17 22 386 29 3 350
Future Vol, veh/h 17 22 386 29 3 350
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 200 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 18 24 420 32 3 380
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 632 226 0 0 452 0
Stage 1 436 -----
Stage 2 196 -----
Critical Hdwy 6.25 7.1 - - 5.3 -
Critical Hdwy Stg 1 6.6 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.65 3.9 - - 3.1 -
Pot Cap-1 Maneuver 446 666 - - 721 -
Stage 1 549 -----
Stage 2 793 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 444 666 - - 721 -
Mov Cap-2 Maneuver 444 -----
Stage 1 549 -----
Stage 2 790 -----
Approach WB NB SB
HCM Control Delay, s 12.1 0 0.1

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 547 721 -
HCM Lane V/C Ratio - - 0.077 0.005 -
HCM Control Delay (s) - - 12.1 10 -
HCM Lane LOS - - B B -
HCM 95th %tile Q(veh) - - 0.3 0 -

5.1-135
5001
HCM 6th TWSC California Logistics Center (JN 14274)
40: Commerce Pkwy. & Driveway 26 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 37
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 9 406 6 0 367
Future Vol, veh/h 0 9 406 6 0 367
Conflicting Peds, #/hr 0 00000
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, % 0 00000
Mvmt Flow 0 10 441 7 0 399
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 224 0 0 - -
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.1 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.9 ----
Pot Cap-1 Maneuver 0 668 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 668 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 10.5 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 668 -
HCM Lane V/C Ratio - - 0.015 -
HCM Control Delay (s) - - 10.5 -
HCM Lane LOS - - B -
HCM 95th %tile Q(veh) - - 0 -

5.1-136
5002
Timings California Logistics Center (JN 14274)
41: Commerce Pkwy. & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 38
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 106 769 11 625 261 14 41 294 17 55 Future Volume (vph) 106 769 11 625 261 14 41 294 17 55
Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 7438 5216
Permitted Phases 8 6
Detector Phase 7438852166
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 29.8 9.6 29.8 29.8 9.6 33.6 9.6 26.8 26.8 Total Split (s) 20.0 49.0 11.0 40.0 40.0 11.0 38.0 22.0 49.0 49.0 Total Split (%) 16.7% 40.8% 9.2% 33.3% 33.3% 9.2% 31.7% 18.3% 40.8% 40.8% Yellow Time (s) 3.6 4.8 3.6 4.8 4.8 3.6 3.6 3.6 4.8 4.8 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 4.6 5.8 5.8 4.6 4.6 4.6 5.8 5.8 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 75.5
Natural Cycle: 85
Control Type: Actuated-Uncoordinated
Splits and Phases: 41: Commerce Pkwy. & Jurupa St.

5.1-137
5003
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 41: Commerce Pkwy. & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 39
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 106 769 13 11 625 261 14 41 55 294 17 55 Future Volume (veh/h) 106 769 13 11 625 261 14 41 55 294 17 55 Initial Q (Qb), veh 000000000000
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 1700 1800 1800 1700 1800 1800 1700 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 110 801 12 11 651 0 15 43 38 306 18 42 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 000000000000
Cap, veh/h 138 1713 26 23 931 30 137 121 410 496 420
Arrive On Green 0.09 0.34 0.34 0.01 0.27 0.00 0.02 0.16 0.16 0.14 0.28 0.28 Sat Flow, veh/h 1619 4988 75 1619 3420 1525 1619 881 779 2956 1800 1525 Grp Volume(v), veh/h 110 526 287 11 651 0 15 0 81 306 18 42 Grp Sat Flow(s),veh/h/ln 1619 1638 1787 1619 1710 1525 1619 0 1660 1478 1800 1525 Q Serve(g_s), s 4.0 7.5 7.5 0.4 10.2 0.0 0.5 0.0 2.6 5.9 0.4 1.2 Cycle Q Clear(g_c), s 4.0 7.5 7.5 0.4 10.2 0.0 0.5 0.0 2.6 5.9 0.4 1.2 Prop In Lane 1.00 0.04 1.00 1.00 1.00 0.47 1.00 1.00
Lane Grp Cap(c), veh/h 138 1125 613 23 931 30 0 257 410 496 420 V/C Ratio(X) 0.80 0.47 0.47 0.49 0.70 0.50 0.00 0.31 0.75 0.04 0.10 Avail Cap(c_a), veh/h 418 2374 1295 174 1962 174 0 930 863 1304 1105 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.8 15.3 15.3 29.2 19.5 0.0 29.0 0.0 22.4 24.7 15.8 16.1 Incr Delay (d2), s/veh 4.0 0.3 0.6 5.9 1.0 0.0 4.8 0.0 0.7 1.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 2.3 2.6 0.2 3.5 0.0 0.2 0.0 1.0 1.9 0.2 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.7 15.6 15.9 35.1 20.5 0.0 33.8 0.0 23.1 25.7 15.8 16.2 LnGrp LOS C B B D C C A C C B B
Approach Vol, veh/h 923 662 A 96 366
Approach Delay, s/veh 17.5 20.7 24.7 24.1
Approach LOS B C C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.9 15.0 5.4 26.3 5.7 22.2 9.7 22.0 Change Period (Y+Rc), s 4.6 * 5.8 4.6 5.8 4.6 5.8 4.6 5.8 Max Green Setting (Gmax), s 17.4 * 33 6.4 43.2 6.4 43.2 15.4 34.2 Max Q Clear Time (g_c+I1), s 7.9 4.6 2.4 9.5 2.5 3.2 6.0 12.2 Green Ext Time (p_c), s 0.4 0.4 0.0 5.3 0.0 0.2 0.1 4.0 Intersection Summary
HCM 6th Ctrl Delay 20.1
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay.

5.1-138
5004
HCM 6th TWSC California Logistics Center (JN 14274)
42: Driveway 27 & Santa Ana St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 40
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 83 10 1 164 1 11 07304
Future Vol, veh/h 4 83 10 1 164 1 11 07304
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 200 - - 200 --------
Veh in Median Storage, # - 0 - - 0 - - 2 - - 2 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 0 00000000000
Mvmt Flow 4 90 11 1 178 1 12 08304
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 179 0 0 101 0 0 195 285 51 234 290 90 Stage 1 - - - - - - 104 104 - 181 181 -
Stage 2 - - - - - - 91 181 - 53 109 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1409 - - 1504 - - 752 628 1013 706 624 956 Stage 1 - - - - - - 896 813 - 809 754 -
Stage 2 - - - - - - 912 754 - 959 809 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1409 - - 1504 - - 747 625 1013 699 622 956 Mov Cap-2 Maneuver - - - - - - 804 686 - 754 686 -
Stage 1 - - - - - - 893 811 - 807 753 -
Stage 2 - - - - - - 907 753 - 949 807 -
Approach EB WB NB SB
HCM Control Delay, s 0.3 0 9.2 9.2

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 874 1409 - - 1504 - - 858
HCM Lane V/C Ratio 0.022 0.003 - - 0.001 - - 0.009
HCM Control Delay (s) 9.2 7.6 - - 7.4 - - 9.2
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0

5.1-139
5005
HCM 6th TWSC California Logistics Center (JN 14274)
43: Driveway 28 & Santa Ana St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 41
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 85 3 6 159 1 4 0 10 3 0 4
Future Vol, veh/h 4 85 3 6 159 1 4 0 10 3 0 4
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 200 - - 200 --------
Veh in Median Storage, # - 0 - - 0 - - 2 - - 2 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 0 00000000000
Mvmt Flow 4 92 3 7 173 1 4 0 11 3 0 4
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 174 0 0 95 0 0 203 290 48 242 291 87 Stage 1 - - - - - - 102 102 - 188 188 -
Stage 2 - - - - - - 101 188 - 54 103 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 - - - - - - 6.5 5.5 - 6.5 5.5 -
Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.5 5.5 -
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 1415 - - 1512 - - 743 624 1017 697 623 961 Stage 1 - - - - - - 899 815 - 801 748 -
Stage 2 - - - - - - 900 748 - 958 814 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1415 - - 1512 - - 736 619 1017 686 618 961 Mov Cap-2 Maneuver - - - - - - 797 680 - 745 681 -
Stage 1 - - - - - - 896 813 - 799 744 -
Stage 2 - - - - - - 892 744 - 945 812 -
Approach EB WB NB SB
HCM Control Delay, s 0.3 0.3 8.9 9.2

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 943 1415 - - 1512 - - 855
HCM Lane V/C Ratio 0.016 0.003 - - 0.004 - - 0.009
HCM Control Delay (s) 8.9 7.6 - - 7.4 - - 9.2
HCM Lane LOS A A - - A - - A
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0

5.1-140
5006
HCM 6th TWSC California Logistics Center (JN 14274)
44: Doubleday Av. & Driveway 29 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 42
Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 0 1 18 9 0
Future Vol, veh/h 1 0 1 18 9 0
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 1 0 1 20 10 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 22 5 10 0 - 0
Stage 1 10 -----
Stage 2 12 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 997 1083 1623 - - 0
Stage 1 1017 - - - -0
Stage 2 1015 - - - -0
Platoon blocked, % - -
Mov Cap-1 Maneuver 996 1083 1623 - - -
Mov Cap-2 Maneuver 918 -----
Stage 1 1016 -----
Stage 2 1015 -----
Approach EB NB SB
HCM Control Delay, s 8.9 0.4 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT
Capacity (veh/h) 1623 - 918 -
HCM Lane V/C Ratio 0.001 - 0.001 -
HCM Control Delay (s) 7.2 - 8.9 -
HCM Lane LOS A - A -
HCM 95th %tile Q(veh) 0 - 0 -

5.1-141
5007
HCM 6th AWSC California Logistics Center (JN 14274)
45: Doubleday Av. & Santa Ana St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 43
Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 44 43 7 132 6 26 2 14 2 0 7
Future Vol, veh/h 11 44 43 7 132 6 26 2 14 2 0 7
Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles, % 000000000000
Mvmt Flow 14 55 54 9 165 8 33 3 18 3 0 9
Number of Lanes 120120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3333
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3333
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3333
HCM Control Delay 7.9 8.3 8.3 7.7

HCM LOS AAAA

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 0% 100% 0% 0% 100% 0%
Vol Thru, % 0% 100% 5% 0% 100% 25% 0% 100% 88% 0% 100%
Vol Right, % 0% 0% 95% 0% 0% 75% 0% 0% 12% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 26 1 15 11 29 58 7 88 50 2 0
LT Vol 26 0 0 11 0 0 7 0 0 2 0
Through Vol 0 1 1 0 29 15 0 88 44 0 0
RT Vol 0 0 14 0 0 43 0 0 6 0 0
Lane Flow Rate 32 2 18 14 37 72 9 110 62 2 0
Geometry Grp 88888888888
Degree of Util (X) 0.052 0.002 0.023 0.021 0.051 0.09 0.013 0.15 0.084 0.004 0 Departure Headway (Hd) 5.771 5.272 4.605 5.53 5.03 4.507 5.411 4.911 4.827 5.861 5.361 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 622 680 778 649 714 797 664 733 744 611 0
Service Time 3.494 2.995 2.328 3.246 2.746 2.223 3.126 2.625 2.541 3.589 3.089 HCM Lane V/C Ratio 0.051 0.003 0.023 0.022 0.052 0.09 0.014 0.15 0.083 0.003 0 HCM Control Delay 8.8 8 7.4 8.4 8 7.7 8.2 8.5 8 8.6 8.1 HCM Lane LOS AAAAAAAAAAN
HCM 95th-tile Q 0.2 0 0.1 0.1 0.2 0.3 0 0.5 0.3 0 0

5.1-142
5008
HCM 6th TWSC California Logistics Center (JN 14274)
46: Driveway 30 & Doubleday Av. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 44
Intersection
Int Delay, s/veh 0.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 58 9 2 39 1 10
Future Vol, veh/h 58 9 2 39 1 10
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 200 - 0 -
Veh in Median Storage, # 0 - - 0 2 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 63 10 2 42 1 11
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 73 0 93 37
Stage 1 - - - - 68 -
Stage 2 - - - - 25 -
Critical Hdwy - - 4.1 - 6.8 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.8 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1540 - 902 1034
Stage 1 - - - - 953 -
Stage 2 - - - - 1000 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1540 - 901 1034
Mov Cap-2 Maneuver - - - - 897 -
Stage 1 - - - - 953 -
Stage 2 - - - - 999 -
Approach EB WB NB
HCM Control Delay, s 0 0.4 8.6

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1020 - - 1540 -
HCM Lane V/C Ratio 0.012 - - 0.001 -
HCM Control Delay (s) 8.6 - - 7.3 -
HCM Lane LOS A - - A -
HCM 95th %tile Q(veh) 0 - - 0 -

5.1-143
5009
HCM 6th AWSC California Logistics Center (JN 14274)
47: Dupont Av. & Santa Ana St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 45
Intersection
Intersection Delay, s/veh 8.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 34 10 15 90 26 38 85 24 10 47 12
Future Vol, veh/h 10 34 10 15 90 26 38 85 24 10 47 12
Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles, % 000000000000
Mvmt Flow 13 43 13 19 113 33 48 106 30 13 59 15
Number of Lanes 120120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3333
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3333
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 3333
HCM Control Delay 8.5 8.6 8.6 8.5

HCM LOS AAAA

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 Vol Left, % 100% 0% 0% 100% 0% 0% 100% 0% 0% 100% 0%
Vol Thru, % 0% 100% 54% 0% 100% 53% 0% 100% 54% 0% 100% Vol Right, % 0% 0% 46% 0% 0% 47% 0% 0% 46% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 38 57 52 10 23 21 15 60 56 10 31
LT Vol 38 0 0 10 0 0 15 0 0 10 0
Through Vol 0 57 28 0 23 11 0 60 30 0 31
RT Vol 0 0 24 0 0 10 0 0 26 0 0
Lane Flow Rate 48 71 65 12 28 27 19 75 70 12 39
Geometry Grp 88888888888
Degree of Util (X) 0.076 0.104 0.09 0.021 0.044 0.039 0.031 0.112 0.098 0.021 0.06 Departure Headway (Hd) 5.794 5.294 4.973 6.034 5.534 5.206 5.857 5.357 5.032 5.977 5.477 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 617 674 718 591 644 684 610 668 710 597 651
Service Time 3.546 3.046 2.725 3.792 3.292 2.964 3.605 3.105 2.78 3.733 3.233 HCM Lane V/C Ratio 0.078 0.105 0.091 0.02 0.043 0.039 0.031 0.112 0.099 0.02 0.06 HCM Control Delay 9 8.7 8.2 8.9 8.5 8.2 8.8 8.8 8.3 8.9 8.6 HCM Lane LOS AAAAAAAAAAA
HCM 95th-tile Q 0.2 0.3 0.3 0.1 0.1 0.1 0.1 0.4 0.3 0.1 0.2

5.1-144
5010
HCM 6th TWSC California Logistics Center (JN 14274)
48: Dupont Av. & Doubleday Av. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 46
Intersection
Int Delay, s/veh 2.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 63 29 107 92 12
Future Vol, veh/h 6 63 29 107 92 12
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 0 140 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 76 76 76 76 76 76
Heavy Vehicles, % 0 00000
Mvmt Flow 8 83 38 141 121 16
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 276 69 137 0 - 0
Stage 1 129 -----
Stage 2 147 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 696 986 1459 - - -
Stage 1 889 -----
Stage 2 871 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 678 986 1459 - - -
Mov Cap-2 Maneuver 764 -----
Stage 1 866 -----
Stage 2 871 -----
Approach EB NB SB
HCM Control Delay, s 9.1 1.6 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1459 - 764 986 - -
HCM Lane V/C Ratio 0.026 - 0.01 0.084 - -
HCM Control Delay (s) 7.5 - 9.8 9 - -
HCM Lane LOS A - A A - -
HCM 95th %tile Q(veh) 0.1 - 0 0.3 - -

5.1-145
5011
HCM 6th TWSC California Logistics Center (JN 14274)
49: Dupont Av. & Driveway 31 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 47
Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 9 1 133 140 4
Future Vol, veh/h 6 9 1 133 140 4
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 200 - - -
Veh in Median Storage, # 2 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 7 10 1 145 152 4
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 229 78 156 0 - 0
Stage 1 154 -----
Stage 2 75 -----
Critical Hdwy 6.8 6.9 4.1 - - -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 2.2 - - -
Pot Cap-1 Maneuver 744 973 1436 - - -
Stage 1 864 -----
Stage 2 945 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 743 973 1436 - - -
Mov Cap-2 Maneuver 798 -----
Stage 1 863 -----
Stage 2 945 -----
Approach EB NB SB
HCM Control Delay, s 9.1 0.1 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1436 - 895 - -
HCM Lane V/C Ratio 0.001 - 0.018 - -
HCM Control Delay (s) 7.5 - 9.1 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0.1 - -

5.1-146
5012
Timings California Logistics Center (JN 14274)
50: Dupont Av. & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 48
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 46 1022 64 794 42 27 76 25
Future Volume (vph) 46 1022 64 794 42 27 76 25
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 10.0 10.0 10.0 Minimum Split (s) 9.6 26.8 9.6 26.8 34.4 34.4 34.4 34.4 Total Split (s) 20.0 55.0 22.0 57.0 43.0 43.0 43.0 43.0 Total Split (%) 16.7% 45.8% 18.3% 47.5% 35.8% 35.8% 35.8% 35.8% Yellow Time (s) 3.6 4.8 3.6 4.8 4.4 4.4 4.4 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 5.8 4.6 5.8 5.4 5.4 5.4 5.4
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 52.8
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Splits and Phases: 50: Dupont Av. & Jurupa St.

5.1-147
5013
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 50: Dupont Av. & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 49
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 46 1022 13 64 794 62 42 27 110 76 25 48 Future Volume (veh/h) 46 1022 13 64 794 62 42 27 110 76 25 48 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1700 1800 1800 1700 1800 1800 1700 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 49 1099 13 69 854 61 45 29 89 82 27 28 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 000000000000
Cap, veh/h 82 1945 23 103 1878 134 407 359 320 351 359 320 Arrive On Green 0.05 0.39 0.39 0.06 0.40 0.40 0.21 0.21 0.21 0.21 0.21 0.21 Sat Flow, veh/h 1619 5006 59 1619 4678 333 1294 1710 1525 1222 1710 1525 Grp Volume(v), veh/h 49 719 393 69 597 318 45 29 89 82 27 28 Grp Sat Flow(s),veh/h/ln 1619 1638 1789 1619 1638 1735 1294 1710 1525 1222 1710 1525 Q Serve(g_s), s 1.4 8.0 8.0 1.9 6.2 6.3 1.4 0.6 2.3 2.8 0.6 0.7 Cycle Q Clear(g_c), s 1.4 8.0 8.0 1.9 6.2 6.3 2.0 0.6 2.3 5.1 0.6 0.7 Prop In Lane 1.00 0.03 1.00 0.19 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 82 1273 695 103 1315 696 407 359 320 351 359 320 V/C Ratio(X) 0.60 0.57 0.57 0.67 0.45 0.46 0.11 0.08 0.28 0.23 0.08 0.09 Avail Cap(c_a), veh/h 534 3452 1886 603 3593 1903 1177 1377 1228 1079 1377 1228 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 21.7 11.2 11.2 21.4 10.2 10.2 15.7 14.8 15.5 17.6 14.8 14.8 Incr Delay (d2), s/veh 2.6 0.4 0.7 2.8 0.2 0.5 0.1 0.1 0.5 0.3 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 2.1 2.3 0.7 1.6 1.7 0.3 0.2 0.7 0.7 0.2 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.3 11.6 11.9 24.2 10.5 10.7 15.8 14.9 15.9 18.0 14.9 15.0 LnGrp LOS C B B C BBBBBBBB
Approach Vol, veh/h 1161 984 163 137
Approach Delay, s/veh 12.2 11.5 15.7 16.7
Approach LOS BBBB
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 15.2 7.6 23.9 15.2 7.0 24.5
Change Period (Y+Rc), s 5.4 4.6 5.8 5.4 4.6 5.8
Max Green Setting (Gmax), s 37.6 17.4 49.2 37.6 15.4 51.2 Max Q Clear Time (g_c+I1), s 4.3 3.9 10.0 7.1 3.4 8.3
Green Ext Time (p_c), s 0.8 0.0 8.1 0.5 0.0 6.4
Intersection Summary
HCM 6th Ctrl Delay 12.4
HCM 6th LOS B

5.1-148
5014
Timings California Logistics Center (JN 14274)
51: Milliken Av. & E. Airport Dr. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 15
Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 250 246 33 86 263 33 943 139 859 127 Future Volume (vph) 250 246 33 86 263 33 943 139 859 127 Turn Type Prot NA Perm Prot NA Prot NA Prot NA pm+ov
Protected Phases 7 4 3852167
Permitted Phases 4 6
Detector Phase 7443852167
Switch Phase
Minimum Initial (s) 5.0 10.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 5.0 Minimum Split (s) 9.6 36.8 36.8 9.6 48.8 9.6 31.2 9.6 36.2 9.6 Total Split (s) 18.7 50.2 50.2 17.4 48.9 9.6 39.6 22.8 52.8 18.7 Total Split (%) 14.4% 38.6% 38.6% 13.4% 37.6% 7.4% 30.5% 17.5% 40.6% 14.4% Yellow Time (s) 3.6 4.8 4.8 3.6 4.8 3.6 5.2 3.6 5.2 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 5.8 4.6 5.8 4.6 6.2 4.6 6.2 4.6 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 94.1
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Splits and Phases: 51: Milliken Av. & E. Airport Dr.

5.1-149
5015
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 51: Milliken Av. & E. Airport Dr. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 250 246 33 86 263 323 33 943 60 139 859 127 Future Volume (veh/h) 250 246 33 86 263 323 33 943 60 139 859 127 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 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 1600 1800 1800 1700 1800 1800 1600 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 253 248 12 87 266 204 33 953 54 140 868 81 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 000000000000
Cap, veh/h 334 851 379 109 380 281 99 1359 77 173 1766 721 Arrive On Green 0.11 0.25 0.25 0.07 0.20 0.20 0.03 0.29 0.29 0.11 0.36 0.36 Sat Flow, veh/h 2956 3420 1525 1619 1873 1388 2956 4754 269 1619 4914 1525 Grp Volume(v), veh/h 253 248 12 87 242 228 33 656 351 140 868 81 Grp Sat Flow(s),veh/h/ln 1478 1710 1525 1619 1710 1550 1478 1638 1747 1619 1638 1525 Q Serve(g_s), s 6.0 4.3 0.4 3.9 9.6 10.0 0.8 13.0 13.1 6.1 10.0 2.2 Cycle Q Clear(g_c), s 6.0 4.3 0.4 3.9 9.6 10.0 0.8 13.0 13.1 6.1 10.0 2.2 Prop In Lane 1.00 1.00 1.00 0.90 1.00 0.15 1.00 1.00
Lane Grp Cap(c), veh/h 334 851 379 109 347 314 99 937 500 173 1766 721 V/C Ratio(X) 0.76 0.29 0.03 0.80 0.70 0.73 0.33 0.70 0.70 0.81 0.49 0.11 Avail Cap(c_a), veh/h 573 2088 931 285 1013 919 203 1504 802 405 3148 1150 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 31.3 22.1 20.7 33.5 26.9 27.1 34.4 23.2 23.2 31.8 18.1 10.7 Incr Delay (d2), s/veh 1.3 0.2 0.0 5.1 2.5 3.2 0.7 1.0 1.8 3.4 0.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 1.6 0.1 1.6 3.8 3.6 0.3 4.5 4.9 2.3 3.3 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.6 22.3 20.7 38.5 29.5 30.3 35.1 24.2 25.0 35.2 18.3 10.8 LnGrp LOS CCCDCCDCCDBB
Approach Vol, veh/h 513 557 1040 1089
Approach Delay, s/veh 27.4 31.2 24.8 19.9
Approach LOS C C C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.4 27.0 9.5 23.9 7.0 32.3 12.8 20.5 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 18.2 33.4 12.8 44.4 5.0 46.6 14.1 43.1 Max Q Clear Time (g_c+I1), s 8.1 15.1 5.9 6.3 2.8 12.0 8.0 12.0 Green Ext Time (p_c), s 0.1 5.7 0.0 1.5 0.0 6.4 0.2 2.7 Intersection Summary
HCM 6th Ctrl Delay 24.7
HCM 6th LOS C

5.1-150
5016
Timings California Logistics Center (JN 14274)
52: Milliken Av. & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 17
Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 122 838 257 376 621 195 752 352 241 907 59 Future Volume (vph) 122 838 257 376 621 195 752 352 241 907 59 Turn Type Prot NA pm+ov Prot NA Prot NA Perm Prot NA pm+ov Protected Phases 7453852 167
Permitted Phases 4 2 6
Detector Phase 74538522167
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 Minimum Split (s) 9.6 38.8 9.6 9.6 38.8 9.6 35.2 35.2 9.6 39.2 9.6 Total Split (s) 13.2 38.8 15.8 25.0 50.6 15.8 37.4 37.4 18.8 40.4 13.2 Total Split (%) 11.0% 32.3% 13.2% 20.8% 42.2% 13.2% 31.2% 31.2% 15.7% 33.7% 11.0% Yellow Time (s) 3.6 4.8 3.6 3.6 4.8 3.6 5.2 5.2 3.6 5.2 3.6 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 5.8 4.6 4.6 5.8 4.6 6.2 6.2 4.6 6.2 4.6 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 101.9
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Splits and Phases: 52: Milliken Av. & Jurupa St.

5.1-151
5017
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 52: Milliken Av. & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 122 838 257 376 621 97 195 752 352 241 907 59 Future Volume (veh/h) 122 838 257 376 621 97 195 752 352 241 907 59 Initial Q (Qb), veh 000000000000
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 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 127 873 175 392 647 84 203 783 248 251 945 29 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 000000000000
Cap, veh/h 185 1232 520 464 1522 195 267 1199 372 318 1283 494 Arrive On Green 0.06 0.25 0.25 0.16 0.35 0.35 0.09 0.24 0.24 0.11 0.26 0.26 Sat Flow, veh/h 2956 4914 1524 2956 4408 566 2956 4914 1525 2956 4914 1525 Grp Volume(v), veh/h 127 873 175 392 479 252 203 783 248 251 945 29 Grp Sat Flow(s),veh/h/ln 1478 1638 1524 1478 1638 1698 1478 1638 1525 1478 1638 1525 Q Serve(g_s), s 3.7 14.2 7.5 11.3 9.9 10.0 5.9 12.6 12.9 7.3 15.5 1.2 Cycle Q Clear(g_c), s 3.7 14.2 7.5 11.3 9.9 10.0 5.9 12.6 12.9 7.3 15.5 1.2 Prop In Lane 1.00 1.00 1.00 0.33 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 185 1232 520 464 1131 586 267 1199 372 318 1283 494 V/C Ratio(X) 0.69 0.71 0.34 0.85 0.42 0.43 0.76 0.65 0.67 0.79 0.74 0.06 Avail Cap(c_a), veh/h 289 1843 709 685 1668 864 376 1742 541 477 1910 688 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.4 30.0 21.6 36.1 22.1 22.2 39.1 29.9 30.0 38.3 29.7 20.5 Incr Delay (d2), s/veh 1.7 0.8 0.4 4.3 0.3 0.5 3.2 0.6 2.1 2.7 0.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 5.3 2.5 4.1 3.5 3.8 2.1 4.6 4.6 2.6 5.7 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.1 30.8 22.0 40.3 22.4 22.7 42.3 30.5 32.1 41.0 30.6 20.6 LnGrp LOS DCCDCCDCCDCC
Approach Vol, veh/h 1175 1123 1234 1225
Approach Delay, s/veh 30.7 28.7 32.8 32.5
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.1 27.7 18.4 27.9 12.6 29.2 10.1 36.2 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 14.2 31.2 20.4 33.0 11.2 34.2 8.6 44.8 Max Q Clear Time (g_c+I1), s 9.3 14.9 13.3 16.2 7.9 17.5 5.7 12.0 Green Ext Time (p_c), s 0.2 5.2 0.5 5.7 0.1 5.5 0.0 4.7 Intersection Summary
HCM 6th Ctrl Delay 31.2
HCM 6th LOS C

5.1-152
5018
Timings California Logistics Center (JN 14274)
53: Milliken Av. & Mission Bl. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 19
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 522 1 16 5 146 171 867 258 1266 390 Future Volume (vph) 522 1 16 5 146 171 867 258 1266 390 Turn Type Prot NA Prot NA Perm Prot NA Prot NA Perm
Protected Phases 7438 5216
Permitted Phases 8 6
Detector Phase 7438852166
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 9.6 16.5 9.6 16.5 16.5 9.6 40.2 9.6 27.2 27.2 Total Split (s) 36.0 44.0 10.0 18.0 18.0 17.0 49.0 21.0 53.0 53.0 Total Split (%) 29.0% 35.5% 8.1% 14.5% 14.5% 13.7% 39.5% 16.9% 42.7% 42.7% Yellow Time (s) 3.6 5.5 3.6 5.5 5.5 3.6 5.2 3.6 5.2 5.2 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.6 6.5 4.6 6.5 6.5 4.6 6.2 4.6 6.2 6.2 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None Intersection Summary
Cycle Length: 124
Actuated Cycle Length: 107.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 53: Milliken Av. & Mission Bl.

5.1-153
5019
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 53: Milliken Av. & Mission Bl. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 20
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 522 1 81 16 5 146 171 867 20 258 1266 390 Future Volume (veh/h) 522 1 81 16 5 146 171 867 20 258 1266 390 Initial Q (Qb), veh 000000000000
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 1600 1800 1800 1700 1800 1800 1600 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 549 1 78 17 0 120 180 913 21 272 1333 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 000000000000
Cap, veh/h 624 6 453 31 0 331 242 1620 37 338 1770
Arrive On Green 0.21 0.30 0.30 0.02 0.00 0.11 0.08 0.33 0.33 0.11 0.36 0.00 Sat Flow, veh/h 2956 19 1509 1619 0 3051 2956 4942 114 2956 4914 1525 Grp Volume(v), veh/h 549 0 79 17 0 120 180 605 329 272 1333 0 Grp Sat Flow(s),veh/h/ln 1478 0 1528 1619 0 1525 1478 1638 1780 1478 1638 1525 Q Serve(g_s), s 16.5 0.0 3.5 1.0 0.0 3.4 5.5 14.0 14.0 8.2 21.9 0.0 Cycle Q Clear(g_c), s 16.5 0.0 3.5 1.0 0.0 3.4 5.5 14.0 14.0 8.2 21.9 0.0 Prop In Lane 1.00 0.99 1.00 1.00 1.00 0.06 1.00 1.00
Lane Grp Cap(c), veh/h 624 0 459 31 0 331 242 1074 583 338 1770 V/C Ratio(X) 0.88 0.00 0.17 0.55 0.00 0.36 0.74 0.56 0.56 0.81 0.75 Avail Cap(c_a), veh/h 1011 0 624 95 0 382 399 1527 829 528 2504 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 0.00 Uniform Delay (d), s/veh 35.1 0.0 23.7 44.7 0.0 38.0 41.2 25.4 25.5 39.7 25.8 0.0 Incr Delay (d2), s/veh 3.2 0.0 0.2 5.5 0.0 0.7 1.7 0.5 0.9 2.3 0.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.7 0.0 1.2 0.4 0.0 1.2 1.9 5.0 5.5 2.9 7.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.3 0.0 23.9 50.1 0.0 38.7 42.9 25.9 26.3 42.0 26.6 0.0 LnGrp LOS D A C D A DDCCDC
Approach Vol, veh/h 628 137 1114 1605 A
Approach Delay, s/veh 36.5 40.1 28.8 29.2
Approach LOS DDCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.1 36.3 6.4 34.1 12.1 39.3 24.0 16.5 Change Period (Y+Rc), s 4.6 6.2 4.6 6.5 4.6 6.2 4.6 6.5 Max Green Setting (Gmax), s 16.4 42.8 5.4 37.5 12.4 46.8 31.4 11.5 Max Q Clear Time (g_c+I1), s 10.2 16.0 3.0 5.5 7.5 23.9 18.5 5.4 Green Ext Time (p_c), s 0.3 5.8 0.0 0.4 0.1 9.2 0.9 0.2 Intersection Summary
HCM 6th Ctrl Delay 30.8
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

5.1-154
5020
Timings California Logistics Center (JN 14274)
54: I-15 SB Ramps & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 21
Lane Group EBT EBR WBL WBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 1248 550 438 692 217 7 434
Future Volume (vph) 1248 550 438 692 217 7 434
Turn Type NA Perm Prot NA Split NA Perm
Protected Phases 2 1644
Permitted Phases 2 4
Detector Phase 2216444
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 34.0 34.0 10.0 11.0 10.0 10.0 10.0
Total Split (s) 43.0 43.0 23.0 66.0 24.0 24.0 24.0
Total Split (%) 47.8% 47.8% 25.6% 73.3% 26.7% 26.7% 26.7% Yellow Time (s) 5.0 5.0 4.0 5.0 4.0 4.0 4.0
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 6.0 6.0 5.0 6.0 5.0 5.0 5.0
Lead/Lag Lag Lag Lead
Lead-Lag Optimize? Yes Yes Yes
Recall Mode Min Min None Min None None None
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 81.6
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 54: I-15 SB Ramps & Jurupa St.

5.1-155
5021
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 54: I-15 SB Ramps & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 22
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1248 550 438 692 0 0 0 0 217 7 434 Future Volume (veh/h) 0 1248 550 438 692 0 0 0 0 217 7 434 Initial Q (Qb), veh 000000 000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 0 1800 1800 1600 1800 0 1700 1800 1800 Adj Flow Rate, veh/h 0 1328 392 466 736 0 156 0 431
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000 000
Cap, veh/h 0 2050 579 562 3173 0 302 0 569
Arrive On Green 0.00 0.38 0.38 0.19 0.65 0.00 0.19 0.00 0.19 Sat Flow, veh/h 0 5400 1525 2956 5076 0 1619 0 3051
Grp Volume(v), veh/h 0 1328 392 466 736 0 156 0 431
Grp Sat Flow(s),veh/h/ln 0 1800 1525 1478 1638 0 1619 0 1525 Q Serve(g_s), s 0.0 13.3 14.1 10.0 4.1 0.0 5.7 0.0 8.8
Cycle Q Clear(g_c), s 0.0 13.3 14.1 10.0 4.1 0.0 5.7 0.0 8.8 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 2050 579 562 3173 0 302 0 569
V/C Ratio(X) 0.00 0.65 0.68 0.83 0.23 0.00 0.52 0.00 0.76 Avail Cap(c_a), veh/h 0 3043 860 810 4491 0 469 0 883
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 16.8 17.0 25.6 4.8 0.0 24.0 0.0 25.3 Incr Delay (d2), s/veh 0.0 0.3 1.0 3.3 0.0 0.0 1.4 0.0 2.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 4.6 4.3 3.3 0.8 0.0 2.1 0.0 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 17.0 18.0 28.8 4.9 0.0 25.4 0.0 27.4 LnGrp LOS A B B C A A C A C
Approach Vol, veh/h 1720 1202 587
Approach Delay, s/veh 17.2 14.2 26.8
Approach LOS B B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 17.5 30.9 17.3 48.4
Change Period (Y+Rc), s 5.0 6.0 5.0 6.0
Max Green Setting (Gmax), s 18.0 37.0 19.0 60.0
Max Q Clear Time (g_c+I1), s 12.0 16.1 10.8 6.1
Green Ext Time (p_c), s 0.5 8.8 1.5 4.2
Intersection Summary
HCM 6th Ctrl Delay 17.8
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

5.1-156
5022
Timings California Logistics Center (JN 14274)
55: I-15 NB Ramps & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 23
Lane Group EBL EBT WBT WBR NBL NBT NBR
Lane Configurations
Traffic Volume (vph) 558 907 986 491 144 1 320
Future Volume (vph) 558 907 986 491 144 1 320
Turn Type Prot NA NA Perm Split NA Perm
Protected Phases 5 2 6 8 8
Permitted Phases 6 8
Detector Phase 5266888
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.6 30.1 10.1 10.1 10.1 10.1 10.1
Total Split (s) 28.0 69.0 41.0 41.0 21.0 21.0 21.0
Total Split (%) 31.1% 76.7% 45.6% 45.6% 23.3% 23.3% 23.3% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 3.6 3.6
All-Red Time (s) 1.0 1.5 1.5 1.5 1.5 1.5 1.5
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 5.1 5.1 5.1 5.1 5.1 5.1
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None Min Min Min None None None
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 69.3
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Splits and Phases: 55: I-15 NB Ramps & Jurupa St.

5.1-157
5023
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 55: I-15 NB Ramps & Jurupa St. 01/08/2022
E+P Conditions - PM Peak Hour Synchro 10 Report
Urban Crossroads, Inc. Page 24
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 558 907 0 0 986 491 144 1 320 0 0 0 Future Volume (veh/h) 558 907 0 0 986 491 144 1 320 0 0 0 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1600 1800 0 0 1800 1800 1700 1800 1800 Adj Flow Rate, veh/h 575 935 0 0 1016 375 225 0 131
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 000000000
Cap, veh/h 699 3363 0 0 1793 557 427 0 201
Arrive On Green 0.24 0.68 0.00 0.00 0.36 0.36 0.13 0.00 0.13 Sat Flow, veh/h 2956 5076 0 0 5076 1525 3238 0 1525
Grp Volume(v), veh/h 575 935 0 0 1016 375 225 0 131
Grp Sat Flow(s),veh/h/ln 1478 1638 0 0 1638 1525 1619 0 1525 Q Serve(g_s), s 10.2 4.1 0.0 0.0 9.2 11.5 3.6 0.0 4.5
Cycle Q Clear(g_c), s 10.2 4.1 0.0 0.0 9.2 11.5 3.6 0.0 4.5 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 699 3363 0 0 1793 557 427 0 201
V/C Ratio(X) 0.82 0.28 0.00 0.00 0.57 0.67 0.53 0.00 0.65 Avail Cap(c_a), veh/h 1246 5656 0 0 3178 986 927 0 437
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.1 3.4 0.0 0.0 14.1 14.8 22.5 0.0 22.9 Incr Delay (d2), s/veh 0.9 0.0 0.0 0.0 0.2 1.1 1.0 0.0 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 0.5 0.0 0.0 2.7 3.3 1.2 0.0 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.0 3.4 0.0 0.0 14.3 15.9 23.5 0.0 26.4 LnGrp LOS C AAABBCAC
Approach Vol, veh/h 1510 1391 356
Approach Delay, s/veh 10.1 14.7 24.6
Approach LOS B B C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 43.1 17.7 25.4 12.4
Change Period (Y+Rc), s 5.1 4.6 5.1 5.1
Max Green Setting (Gmax), s 63.9 23.4 35.9 15.9
Max Q Clear Time (g_c+I1), s 6.1 12.2 13.5 6.5
Green Ext Time (p_c), s 5.7 0.9 6.8 0.8
Intersection Summary
HCM 6th Ctrl Delay 13.7
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

5.1-158
5024
California Logistics Center Traffic Analysis
14274-03 TA Report
APPENDIX 5.2:

E+P CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS 5025
California Logistics Center Traffic Analysis
14274-03 TA Report
This Page Intentionally Left Blank
5026
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: E. Airport Drive Critical Approach Speed (Major) 45 mph Minor Street: Driveway 3 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 3 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 18,618 vpd Minor Street Future ADT = 161 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... √ or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 18,618 1 161 9,600 6,720 * 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 18,618 1 161 14,400 10,080 * 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
10% 19%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

Minor Street Approach
(One Direction Only)
Minimum Requirements
EADT
Vehicles Per Day
on Higher-Volume
Major Street
(Total of Both Approaches)
Minor Street Approach
Satisfied Not Satisfied
XX
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Vehicles Per Day on
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. (Total of Both Approaches)
Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
(One Direction Only)
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic
Vehicles Per Day
on Major Street

RURAL (R)

URBAN RURAL
Major Street Minor Street
XX
on Higher-Volume
E+P (2021)
MT
MT
01/10/22
01/10/22
(Based on Estimated Average Daily Traffic - See Note)

5.2-1
5027
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: La Salle Street Critical Approach Speed (Major) 25 mph Minor Street: Driveway 6 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 744 vpd Minor Street Future ADT = 63 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 744 1 63 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 744 1 63 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
3% 5%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-2
5028
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: La Salle Street Critical Approach Speed (Major) 25 mph Minor Street: Driveway 7 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 760 vpd Minor Street Future ADT = 103 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 760 1 103 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 760 1 103 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
4% 5%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-3
5029
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: La Salle Street Critical Approach Speed (Major) 25 mph Minor Street: Driveway 8 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 754 vpd Minor Street Future ADT = 163 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 754 1 163 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 754 1 163 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
7% 5%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-4
5030
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: La Salle Street Critical Approach Speed (Major) 25 mph Minor Street: Driveway 9 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 1,393 vpd Minor Street Future ADT = 18 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 1,393 1 18 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 1,393 1 18 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
1% 2%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-5
5031
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Jurupa Avenue Critical Approach Speed (Major) 45 mph Minor Street: Driveway 10 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 3 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 15,240 vpd Minor Street Future ADT = 63 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... √ or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 15,240 1 63 9,600 6,720 * 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 15,240 1 63 14,400 10,080 * 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
4% 7%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

RURAL (R)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-6
5032
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Jurupa Avenue Critical Approach Speed (Major) 45 mph Minor Street: Driveway 11 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 3 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 15,241 vpd Minor Street Future ADT = 72 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... √ or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 15,241 1 72 9,600 6,720 * 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 15,241 1 72 14,400 10,080 * 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
4% 8%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

RURAL (R)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-7
5033
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Carnegie Avenue Critical Approach Speed (Major) 45 mph Minor Street: Driveway 12 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 3,142 vpd Minor Street Future ADT = 222 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... √ or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 3,142 1 222 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 3,142 1 222 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
13% 26%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

RURAL (R)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-8
5034
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Carnegie Avenue Critical Approach Speed (Major) 45 mph Minor Street: Driveway 13 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 2,926 vpd Minor Street Future ADT = 69 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... √ or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 2,926 1 69 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 2,926 1 69 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
4% 8%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

RURAL (R)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-9
5035
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Carnegie Avenue Critical Approach Speed (Major) 45 mph Minor Street: Driveway 14 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 2,878 vpd Minor Street Future ADT = 148 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... √ or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 2,878 1 148 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 2,878 1 148 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
9% 17%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

RURAL (R)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-10
5036
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = E+P (2021) Conditions - Weekday PM Peak Hour Major Street Name = Carnegie Avenue Total of Both Approaches (VPH) = 217 Number of Approach Lanes Major Street = 2
Minor Street Name = Driveway 15/Santa Ana St High Volume Approach (VPH) = 68 Number of Approach Lanes Minor Street = 2
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane 0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

5.2-11
5037
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Carnegie Avenue Critical Approach Speed (Major) 45 mph Minor Street: Driveway 16 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 2,659 vpd Minor Street Future ADT = 507 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... √ or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 2,659 1 507 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 2,659 1 507 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
30% 26%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

RURAL (R)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-12
5038
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Carnegie Avenue Critical Approach Speed (Major) 25 mph Minor Street: Driveway 17 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 2,919 vpd Minor Street Future ADT = 176 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 2,919 1 176 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 2,919 1 176 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
7% 15%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-13
5039
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = E+P (2021) Conditions - Weekday PM Peak Hour Major Street Name = Carnegie Avenue Total of Both Approaches (VPH) = 297 Number of Approach Lanes Major Street = 2
Minor Street Name = La Salle Street High Volume Approach (VPH) = 37 Number of Approach Lanes Minor Street = 2
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane 0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

5.2-14
5040
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Carnegie Avenue Critical Approach Speed (Major) 25 mph Minor Street: Driveway 18 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 3,101 vpd Minor Street Future ADT = 97 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 3,101 1 97 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 3,101 1 97 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
4% 8%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-15
5041
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Santa Ana Street Critical Approach Speed (Major) 25 mph Minor Street: Driveway 19 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 1,162 vpd Minor Street Future ADT = 85 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 1,162 1 85 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 1,162 1 85 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
4% 7%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-16
5042
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Santa Ana Street Critical Approach Speed (Major) 25 mph Minor Street: Driveway 20 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 953 vpd Minor Street Future ADT = 224 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 953 1 224 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 953 1 224 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
9% 7%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-17
5043
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = E+P (2021) Conditions - Weekday PM Peak Hour Major Street Name = Commerce Parkway Total of Both Approaches (VPH) = 818 Number of Approach Lanes Major Street = 2
Minor Street Name = Santa Ana Street High Volume Approach (VPH) = 180 Number of Approach Lanes Minor Street = 2
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)

SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane 818 180
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

5.2-18
5044
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Santa Ana Street Critical Approach Speed (Major) 35 mph Minor Street: Driveway 27 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 2,542 vpd Minor Street Future ADT = 170 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 2,542 1 170 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 2,542 1 170 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
7% 14%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-19
5045
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Santa Ana Street Critical Approach Speed (Major) 35 mph Minor Street: Driveway 28 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 2,439 vpd Minor Street Future ADT = 129 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 2,439 1 129 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 2,439 1 129 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
5% 11%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-20
5046
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Double Day Avenue Critical Approach Speed (Major) 25 mph Minor Street: Driveway 29 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 292 vpd Minor Street Future ADT = 34 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 292 1 34 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 292 1 34 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
1% 2%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-21
5047
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = E+P (2021) Conditions - Weekday PM Peak Hour Major Street Name = Santa Ana Street Total of Both Approaches (VPH) = 243 Number of Approach Lanes on Major Street = 2
Minor Street Name = Double Day Avenue High Volume Approach (VPH) = 42 Number of Approach Lanes On Minor Street = 2
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

SIGNAL WARRANT NOT SATISFIED
0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

5.2-22
5048
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Double Day Avenue Critical Approach Speed (Major) 25 mph Minor Street: Driveway 30 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 1,102 vpd Minor Street Future ADT = 136 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 1,102 1 136 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 1,102 1 136 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
6% 8%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

5.2-23
5049
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = E+P (2021) Conditions - Weekday PM Peak Hour Major Street Name = Dupont Avenue Total of Both Approaches (VPH) = 216 Number of Approach Lanes on Major Street = 2
Minor Street Name = Santa Ana Street High Volume Approach (VPH) = 131 Number of Approach Lanes On Minor Street = 2
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

SIGNAL WARRANT NOT SATISFIED
0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

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California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = E+P (2021) Conditions - Weekday PM Peak Hour Major Street Name = Dupont Avenue Total of Both Approaches (VPH) = 241 Number of Approach Lanes on Major Street = 2
Minor Street Name = Double Day Avenue High Volume Approach (VPH) = 69 Number of Approach Lanes On Minor Street = 2
*Note: 150 vph applies as the lower threshold for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold for a minor-street approach with one lane

SIGNAL WARRANT NOT SATISFIED
0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Minor Street - Higher-Volume Approach (VPH)
Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches

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California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Ontario CHK DATE
Major Street: Dupont Avenue Critical Approach Speed (Major) 25 mph Minor Street: Driveway 31 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 2,574 vpd Minor Street Future ADT = 114 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 2,574 1 114 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 2,574 1 114 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
5% 10%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements

XX EADT
E+P (2021)
MT 01/10/22
MT 01/10/22

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California Logistics Center Traffic Analysis
14274-03 TA Report
APPENDIX 6.1:

OPENING YEAR CUMULATIVE (2026) WITHOUT PROJECT CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS
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California Logistics Center Traffic Analysis
14274-03 TA Report
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