Agenda packet — Ontario City Council, March 21, 2023 (part 18 of 24)

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-700
4654
File Name : 24_ONT_15S_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Southbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-15 Southbound Off Ramp
Southbound
Jurupa Street
Westbound
I-15 Southbound On Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 1 0 1 1 2 2 4 0 0 6 0 0 0 0 0 0 4 0 0 4 1 12 13 04:15 PM 1 0 2 0 3 0 4 0 0 4 0 0 0 0 0 0 3 0 0 3 0 10 10 04:30 PM 1 0 3 0 4 1 3 0 0 4 0 0 0 0 0 0 9 2 0 11 0 19 19 04:45 PM 2 1 5 1 8 3 3 0 0 6 0 0 0 0 0 0 2 2 1 4 2 18 20 Total 5 1 11 2 17 6 14 0 0 20 0 0 0 0 0 0 18 4 1 22 3 59 62 05:00 PM 0 0 1 0 1 1 5 0 0 6 0 0 0 0 0 0 8 0 0 8 0 15 15 05:15 PM 1 0 3 1 4 1 1 0 0 2 0 0 0 0 0 0 5 1 0 6 1 12 13 05:30 PM 1 0 3 1 4 1 3 0 0 4 0 0 0 0 0 0 2 0 0 2 1 10 11 05:45 PM 1 0 1 1 2 2 0 0 0 2 0 0 0 0 0 0 5 0 0 5 1 9 10 Total 3 0 8 3 11 5 9 0 0 14 0 0 0 0 0 0 20 1 0 21 3 46 49 Grand Total 8 1 19 5 28 11 23 0 0 34 0 0 0 0 0 0 38 5 1 43 6 105 111 Apprch % 28.6 3.6 67.9 32.4 67.6 0 0 0 0 0 88.4 11.6
Total % 7.6 1 18.1 26.7 10.5 21.9 0 32.4 0 0 0 0 0 36.2 4.8 41 5.4 94.6 I-15 Southbound Off Ramp
Southbound
Jurupa Street
Westbound
I-15 Southbound On Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 1 0 3 4 1 3 0 4 0 0 0 0 0 9 2 11 19
04:45 PM 2 1 5 8 3 3 0 6 0 0 0 0 0 2 2 4 18
05:00 PM 0 0 1 1 1 5 0 6 0 0 0 0 0 8 0 8 15
05:15 PM 1 0 3 4 1 1 0 2 0 0 0 0 0 5 1 6 12
Total Volume 4 1 12 17 6 12 0 18 0 0 0 0 0 24 5 29 64
% App. Total 23.5 5.9 70.6 33.3 66.7 0 0 0 0 0 82.8 17.2 PHF .500 .250 .600 .531 .500 .600 .000 .750 .000 .000 .000 .000 .000 .667 .625 .659 .842 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-701
4655
File Name : 24_ONT_15S_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Southbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Southbound Off Ramp
Jurupa Street
Jurupa Street
I-15 Southbound On Ramp
Right
12 Thru
1 Left
4 In Out Total
0 17 17
Right
0 Thru
12 Left
6 Out In Total
28 18 46
Left
0 Thru
0 Right
0 Out Total In
12 0 12
Left
0 Thru
24 Right
5 Total In Out
53 29 24
Peak Hour Data
Peak Hour Begins at 04:30 PM
3 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-702
4656
File Name : 24_ONT_15S_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Southbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Southbound Off Ramp
Southbound
Jurupa Street
Westbound
I-15 Southbound On Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 1 0 3 4 1 3 0 4 0 0 0 0 0 9 2 11
+15 mins. 2 1 5 8 3 3 0 6 0 0 0 0 0 2 2 4
+30 mins. 0 0 1 1 1 5 0 6 0 0 0 0 0 8 0 8
+45 mins. 1 0 3 4 1 1 0 2 0 0 0 0 0 5 1 6
Total Volume 4 1 12 17 6 12 0 18 0 0 0 0 0 24 5 29
% App. Total 23.5 5.9 70.6 33.3 66.7 0 0 0 0 0 82.8 17.2 PHF .500 .250 .600 .531 .500 .600 .000 .750 .000 .000 .000 .000 .000 .667 .625 .659 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-703
4657
File Name : 24_ONT_15S_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Southbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-15 Southbound Off Ramp
Southbound
Jurupa Street
Westbound
I-15 Southbound On Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 2 0 11 1 13 3 7 0 0 10 0 0 0 0 0 0 21 1 0 22 1 45 46 04:15 PM 1 0 7 1 8 10 11 0 0 21 0 0 0 0 0 0 29 6 2 35 3 64 67 04:30 PM 4 0 10 4 14 8 12 0 0 20 0 0 0 0 0 0 16 3 1 19 5 53 58 04:45 PM 3 0 8 4 11 6 10 0 0 16 0 0 0 0 0 0 17 4 1 21 5 48 53 Total 10 0 36 10 46 27 40 0 0 67 0 0 0 0 0 0 83 14 4 97 14 210 224 05:00 PM 5 0 13 1 18 10 16 0 0 26 0 0 0 0 0 0 28 4 0 32 1 76 77 05:15 PM 6 0 5 1 11 3 14 0 0 17 0 0 0 0 0 0 14 5 3 19 4 47 51 05:30 PM 2 0 6 2 8 11 26 0 0 37 0 0 0 0 0 0 22 3 1 25 3 70 73 05:45 PM 2 0 6 0 8 8 12 0 0 20 0 0 0 0 0 0 30 1 1 31 1 59 60 Total 15 0 30 4 45 32 68 0 0 100 0 0 0 0 0 0 94 13 5 107 9 252 261 Grand Total 25 0 66 14 91 59 108 0 0 167 0 0 0 0 0 0 177 27 9 204 23 462 485 Apprch % 27.5 0 72.5 35.3 64.7 0 0 0 0 0 86.8 13.2
Total % 5.4 0 14.3 19.7 12.8 23.4 0 36.1 0 0 0 0 0 38.3 5.8 44.2 4.7 95.3 I-15 Southbound Off Ramp
Southbound
Jurupa Street
Westbound
I-15 Southbound On Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 4 0 10 14 8 12 0 20 0 0 0 0 0 16 3 19 53
04:45 PM 3 0 8 11 6 10 0 16 0 0 0 0 0 17 4 21 48
05:00 PM 5 0 13 18 10 16 0 26 0 0 0 0 0 28 4 32 76
05:15 PM 6 0 5 11 3 14 0 17 0 0 0 0 0 14 5 19 47
Total Volume 18 0 36 54 27 52 0 79 0 0 0 0 0 75 16 91 224 % App. Total 33.3 0 66.7 34.2 65.8 0 0 0 0 0 82.4 17.6
PHF .750 .000 .692 .750 .675 .813 .000 .760 .000 .000 .000 .000 .000 .670 .800 .711 .737 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-704
4658
File Name : 24_ONT_15S_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Southbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Southbound Off Ramp
Jurupa Street
Jurupa Street
I-15 Southbound On Ramp
Right
36 Thru
0 Left
18 In Out Total
0 54 54
Right
0 Thru
52 Left
27 Out In Total
93 79 172
Left
0 Thru
0 Right
0 Out Total In
43 0 43
Left
0 Thru
75 Right
16 Total In Out
179 91 88
Peak Hour Data
Peak Hour Begins at 04:30 PM
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-705
4659
File Name : 24_ONT_15S_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Southbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Southbound Off Ramp
Southbound
Jurupa Street
Westbound
I-15 Southbound On Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:30 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 4 0 10 14 8 12 0 20 0 0 0 0 0 16 3 19
+15 mins. 3 0 8 11 6 10 0 16 0 0 0 0 0 17 4 21
+30 mins. 5 0 13 18 10 16 0 26 0 0 0 0 0 28 4 32
+45 mins. 6 0 5 11 3 14 0 17 0 0 0 0 0 14 5 19
Total Volume 18 0 36 54 27 52 0 79 0 0 0 0 0 75 16 91
% App. Total 33.3 0 66.7 34.2 65.8 0 0 0 0 0 82.4 17.6
PHF .750 .000 .692 .750 .675 .813 .000 .760 .000 .000 .000 .000 .000 .670 .800 .711 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-706
4660
Location: Date: 10/26/2021
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
I‐15 SB Ramps Jurupa Street I‐15 SB Ramps Jurupa Street Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
North Leg East Leg South Leg West Leg
I‐15 SB Ramps Jurupa Street I‐15 SB Ramps Jurupa Street Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
1010 2
1 0 1 02
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Ontario
I‐15 SB Ramps
Jurupa Street

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-707
4661
Location: Date: 10/26/2021
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000010000000 1
000000000000 0
000000000000 0
000010000010 2
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
Jurupa Street
TOTAL VOLUMES:

I‐15 SB Ramps Jurupa Street I‐15 SB Ramps Jurupa Street Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
I‐15 SB Ramps Jurupa Street I‐15 SB Ramps
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Jurupa Street
I‐15 SB Ramps
Ontario

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-708
4662
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 105 62 18 167 71 0 97 43 168 67 185 0 0 252 61 587 648 07:15 AM 0 0 0 0 0 0 115 59 19 174 41 0 93 38 134 54 130 0 0 184 57 492 549 07:30 AM 0 0 0 0 0 0 121 78 19 199 55 0 82 32 137 49 156 0 0 205 51 541 592 07:45 AM 0 0 0 0 0 0 121 56 21 177 44 0 114 43 158 87 166 0 0 253 64 588 652 Total 0 0 0 0 0 0 462 255 77 717 211 0 386 156 597 257 637 0 0 894 233 2208 2441 08:00 AM 0 0 0 0 0 0 96 56 24 152 41 0 94 40 135 69 156 0 0 225 64 512 576 08:15 AM 0 0 0 0 0 0 122 47 21 169 39 0 93 28 132 56 168 0 0 224 49 525 574 08:30 AM 0 0 0 0 0 0 108 50 25 158 38 1 91 52 130 49 150 0 0 199 77 487 564 08:45 AM 0 0 0 0 0 0 115 55 17 170 40 0 90 37 130 62 156 0 0 218 54 518 572 Total 0 0 0 0 0 0 441 208 87 649 158 1 368 157 527 236 630 0 0 866 244 2042 2286 Grand Total 0 0 0 0 0 0 903 463 164 1366 369 1 754 313 1124 493 1267 0 0 1760 477 4250 4727 Apprch % 0 0 0 0 66.1 33.9 32.8 0.1 67.1 28 72 0
Total % 0 0 0 0 0 21.2 10.9 32.1 8.7 0 17.7 26.4 11.6 29.8 0 41.4 10.1 89.9 Passenger Vehicles 0 0 0 0 0 587 341 1052 315 0 577 1160 346 1095 0 1441 0 0 3653 % Passenger Vehicles 0 0 0 0 0 0 65 73.7 75.6 68.8 85.4 0 76.5 85.6 80.7 70.2 86.4 0 0 81.9 0 0 77.3 Large 2 Axle Vehicles 0 0 0 0 0 63 23 95 19 0 20 42 39 44 0 83 0 0 220 % Large 2 Axle Vehicles 0 0 0 0 0 0 7 5 5.5 6.2 5.1 0 2.7 1 2.9 7.9 3.5 0 0 4.7 0 0 4.7 3 Axle Vehicles 0 0 0 0 0 36 14 57 2 0 20 29 38 23 0 61 0 0 147 % 3 Axle Vehicles 0 0 0 0 0 0 4 3 4.3 3.7 0.5 0 2.7 2.2 2 7.7 1.8 0 0 3.5 0 0 3.1 4+ Axle Trucks 0 0 0 0 0 217 85 326 33 1 137 206 70 105 0 175 0 0 707 % 4+ Axle Trucks 0 0 0 0 0 0 24 18.4 14.6 21.3 8.9 100 18.2 11.2 14.3 14.2 8.3 0 0 9.9 0 0 15 I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 105 62 167 71 0 97 168 67 185 0 252 587 07:15 AM 0 0 0 0 0 115 59 174 41 0 93 134 54 130 0 184 492 07:30 AM 0 0 0 0 0 121 78 199 55 0 82 137 49 156 0 205 541 07:45 AM 0 0 0 0 0 121 56 177 44 0 114 158 87 166 0 253 588 Total Volume 0 0 0 0 0 462 255 717 211 0 386 597 257 637 0 894 2208 % App. Total 0 0 0 0 64.4 35.6 35.3 0 64.7 28.7 71.3 0
PHF .000 .000 .000 .000 .000 .955 .817 .901 .743 .000 .846 .888 .739 .861 .000 .883 .939 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-709
4663
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Jurupa Street
Jurupa Street
I-15 Northbound Off Ramp
Right
0 Thru
0 Left
0 In Out Total
512 0 512
Right
255
Thru
462
Left
0 Out In Total
1023 717 1740
Left
211
Thru
0 Right
386
Out Total In
0 597 597
Left
257
Thru
637
Right
0 Total In Out
1567 894 673
Peak Hour Data
Peak Hour Begins at 07:00 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-710
4664
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:30 AM
+0 mins. 0 0 0 0 0 105 62 167 71 0 97 168 49 156 0 205
+15 mins. 0 0 0 0 0 115 59 174 41 0 93 134 87 166 0 253 +30 mins. 0 0 0 0 0 121 78 199 55 0 82 137 69 156 0 225 +45 mins. 0 0 0 0 0 121 56 177 44 0 114 158 56 168 0 224 Total Volume 0 0 0 0 0 462 255 717 211 0 386 597 261 646 0 907 % App. Total 0 0 0 0 64.4 35.6 35.3 0 64.7 28.8 71.2 0
PHF .000 .000 .000 .000 .000 .955 .817 .901 .743 .000 .846 .888 .750 .961 .000 .896 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-711
4665
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- Passenger Vehicles
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 80 48 11 128 64 0 80 37 144 43 161 0 0 204 48 476 524 07:15 AM 0 0 0 0 0 0 78 51 17 129 35 0 73 36 108 44 114 0 0 158 53 395 448 07:30 AM 0 0 0 0 0 0 67 58 14 125 46 0 64 30 110 34 141 0 0 175 44 410 454 07:45 AM 0 0 0 0 0 0 76 39 14 115 39 0 90 37 129 65 145 0 0 210 51 454 505 Total 0 0 0 0 0 0 301 196 56 497 184 0 307 140 491 186 561 0 0 747 196 1735 1931 08:00 AM 0 0 0 0 0 0 54 43 19 97 37 0 75 34 112 50 134 0 0 184 53 393 446 08:15 AM 0 0 0 0 0 0 84 35 20 119 35 0 70 22 105 39 144 0 0 183 42 407 449 08:30 AM 0 0 0 0 0 0 72 32 18 104 27 0 74 47 101 34 126 0 0 160 65 365 430 08:45 AM 0 0 0 0 0 0 76 35 11 111 32 0 51 25 83 37 130 0 0 167 36 361 397 Total 0 0 0 0 0 0 286 145 68 431 131 0 270 128 401 160 534 0 0 694 196 1526 1722 Grand Total 0 0 0 0 0 0 587 341 124 928 315 0 577 268 892 346 1095 0 0 1441 392 3261 3653 Apprch % 0 0 0 0 63.3 36.7 35.3 0 64.7 24 76 0
Total % 0 0 0 0 0 18 10.5 28.5 9.7 0 17.7 27.4 10.6 33.6 0 44.2 10.7 89.3 I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 80 48 128 64 0 80 144 43 161 0 204 476 07:15 AM 0 0 0 0 0 78 51 129 35 0 73 108 44 114 0 158 395 07:30 AM 0 0 0 0 0 67 58 125 46 0 64 110 34 141 0 175 410 07:45 AM 0 0 0 0 0 76 39 115 39 0 90 129 65 145 0 210 454 Total Volume 0 0 0 0 0 301 196 497 184 0 307 491 186 561 0 747 1735 % App. Total 0 0 0 0 60.6 39.4 37.5 0 62.5 24.9 75.1 0
PHF .000 .000 .000 .000 .000 .941 .845 .963 .719 .000 .853 .852 .715 .871 .000 .889 .911 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-712
4666
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Jurupa Street
Jurupa Street
I-15 Northbound Off Ramp
Right
0 Thru
0 Left
0 In Out Total
382 0 382
Right
196
Thru
301
Left
0 Out In Total
868 497 1365
Left
184
Thru
0 Right
307
Out Total In
0 491 491
Left
186
Thru
561
Right
0 Total In Out
1232 747 485
Peak Hour Data
Peak Hour Begins at 07:00 AM
Passenger Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-713
4667
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM
+0 mins. 0 0 0 0 0 80 48 128 64 0 80 144 43 161 0 204
+15 mins. 0 0 0 0 0 78 51 129 35 0 73 108 44 114 0 158
+30 mins. 0 0 0 0 0 67 58 125 46 0 64 110 34 141 0 175
+45 mins. 0 0 0 0 0 76 39 115 39 0 90 129 65 145 0 210
Total Volume 0 0 0 0 0 301 196 497 184 0 307 491 186 561 0 747 % App. Total 0 0 0 0 60.6 39.4 37.5 0 62.5 24.9 75.1 0
PHF .000 .000 .000 .000 .000 .941 .845 .963 .719 .000 .853 .852 .715 .871 .000 .889 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-714
4668
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 2 3 1 5 2 0 4 1 6 6 9 0 0 15 2 26 28 07:15 AM 0 0 0 0 0 0 7 1 0 8 2 0 4 0 6 2 4 0 0 6 0 20 20 07:30 AM 0 0 0 0 0 0 14 3 1 17 6 0 2 0 8 1 2 0 0 3 1 28 29 07:45 AM 0 0 0 0 0 0 9 5 3 14 2 0 1 1 3 6 3 0 0 9 4 26 30 Total 0 0 0 0 0 0 32 12 5 44 12 0 11 2 23 15 18 0 0 33 7 100 107 08:00 AM 0 0 0 0 0 0 13 3 2 16 1 0 2 0 3 4 7 0 0 11 2 30 32 08:15 AM 0 0 0 0 0 0 5 0 0 5 1 0 3 0 4 8 7 0 0 15 0 24 24 08:30 AM 0 0 0 0 0 0 2 4 0 6 2 0 1 0 3 2 4 0 0 6 0 15 15 08:45 AM 0 0 0 0 0 0 11 4 2 15 3 0 3 1 6 10 8 0 0 18 3 39 42 Total 0 0 0 0 0 0 31 11 4 42 7 0 9 1 16 24 26 0 0 50 5 108 113 Grand Total 0 0 0 0 0 0 63 23 9 86 19 0 20 3 39 39 44 0 0 83 12 208 220 Apprch % 0 0 0 0 73.3 26.7 48.7 0 51.3 47 53 0
Total % 0 0 0 0 0 30.3 11.1 41.3 9.1 0 9.6 18.8 18.8 21.2 0 39.9 5.5 94.5 I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 2 3 5 2 0 4 6 6 9 0 15 26
07:15 AM 0 0 0 0 0 7 1 8 2 0 4 6 2 4 0 6 20
07:30 AM 0 0 0 0 0 14 3 17 6 0 2 8 1 2 0 3 28
07:45 AM 0 0 0 0 0 9 5 14 2 0 1 3 6 3 0 9 26
Total Volume 0 0 0 0 0 32 12 44 12 0 11 23 15 18 0 33 100 % App. Total 0 0 0 0 72.7 27.3 52.2 0 47.8 45.5 54.5 0
PHF .000 .000 .000 .000 .000 .571 .600 .647 .500 .000 .688 .719 .625 .500 .000 .550 .893 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-715
4669
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Jurupa Street
Jurupa Street
I-15 Northbound Off Ramp
Right
0 Thru
0 Left
0 In Out Total
27 0 27
Right
12 Thru
32 Left
0 Out In Total
29 44 73
Left
12 Thru
0 Right
11 Out Total In
0 23 23
Left
15 Thru
18 Right
0 Total In Out
77 33 44
Peak Hour Data
Peak Hour Begins at 07:00 AM
Large 2 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-716
4670
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM
+0 mins. 0 0 0 0 0 2 3 5 2 0 4 6 6 9 0 15
+15 mins. 0 0 0 0 0 7 1 8 2 0 4 6 2 4 0 6
+30 mins. 0 0 0 0 0 14 3 17 6 0 2 8 1 2 0 3
+45 mins. 0 0 0 0 0 9 5 14 2 0 1 3 6 3 0 9
Total Volume 0 0 0 0 0 32 12 44 12 0 11 23 15 18 0 33
% App. Total 0 0 0 0 72.7 27.3 52.2 0 47.8 45.5 54.5 0
PHF .000 .000 .000 .000 .000 .571 .600 .647 .500 .000 .688 .719 .625 .500 .000 .550 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-717
4671
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 3 1 1 4 0 0 4 1 4 8 3 0 0 11 2 19 21 07:15 AM 0 0 0 0 0 0 5 0 0 5 0 0 1 1 1 1 2 0 0 3 1 9 10 07:30 AM 0 0 0 0 0 0 3 3 2 6 0 0 1 0 1 5 0 0 0 5 2 12 14 07:45 AM 0 0 0 0 0 0 6 1 0 7 0 0 1 1 1 7 1 0 0 8 1 16 17 Total 0 0 0 0 0 0 17 5 3 22 0 0 7 3 7 21 6 0 0 27 6 56 62 08:00 AM 0 0 0 0 0 0 4 4 3 8 0 0 0 0 0 7 4 0 0 11 3 19 22 08:15 AM 0 0 0 0 0 0 4 1 0 5 0 0 4 0 4 3 3 0 0 6 0 15 15 08:30 AM 0 0 0 0 0 0 6 2 1 8 1 0 5 3 6 1 8 0 0 9 4 23 27 08:45 AM 0 0 0 0 0 0 5 2 0 7 1 0 4 1 5 6 2 0 0 8 1 20 21 Total 0 0 0 0 0 0 19 9 4 28 2 0 13 4 15 17 17 0 0 34 8 77 85 Grand Total 0 0 0 0 0 0 36 14 7 50 2 0 20 7 22 38 23 0 0 61 14 133 147 Apprch % 0 0 0 0 72 28 9.1 0 90.9 62.3 37.7 0
Total % 0 0 0 0 0 27.1 10.5 37.6 1.5 0 15 16.5 28.6 17.3 0 45.9 9.5 90.5 I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 3 1 4 0 0 4 4 8 3 0 11 19
07:15 AM 0 0 0 0 0 5 0 5 0 0 1 1 1 2 0 3 9
07:30 AM 0 0 0 0 0 3 3 6 0 0 1 1 5 0 0 5 12
07:45 AM 0 0 0 0 0 6 1 7 0 0 1 1 7 1 0 8 16
Total Volume 0 0 0 0 0 17 5 22 0 0 7 7 21 6 0 27 56
% App. Total 0 0 0 0 77.3 22.7 0 0 100 77.8 22.2 0
PHF .000 .000 .000 .000 .000 .708 .417 .786 .000 .000 .438 .438 .656 .500 .000 .614 .737 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-718
4672
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Jurupa Street
Jurupa Street
I-15 Northbound Off Ramp
Right
0 Thru
0 Left
0 In Out Total
26 0 26
Right
5 Thru
17 Left
0 Out In Total
13 22 35
Left
0 Thru
0 Right
7 Out Total In
0 7 7
Left
21 Thru
6 Right
0 Total In Out
44 27 17
Peak Hour Data
Peak Hour Begins at 07:00 AM
3 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-719
4673
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM
+0 mins. 0 0 0 0 0 3 1 4 0 0 4 4 8 3 0 11
+15 mins. 0 0 0 0 0 5 0 5 0 0 1 1 1 2 0 3
+30 mins. 0 0 0 0 0 3 3 6 0 0 1 1 5 0 0 5
+45 mins. 0 0 0 0 0 6 1 7 0 0 1 1 7 1 0 8
Total Volume 0 0 0 0 0 17 5 22 0 0 7 7 21 6 0 27
% App. Total 0 0 0 0 77.3 22.7 0 0 100 77.8 22.2 0
PHF .000 .000 .000 .000 .000 .708 .417 .786 .000 .000 .438 .438 .656 .500 .000 .614 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-720
4674
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 0 0 0 0 0 20 10 5 30 5 0 9 4 14 10 12 0 0 22 9 66 75 07:15 AM 0 0 0 0 0 0 25 7 2 32 4 0 15 1 19 7 10 0 0 17 3 68 71 07:30 AM 0 0 0 0 0 0 37 14 2 51 3 0 15 2 18 9 13 0 0 22 4 91 95 07:45 AM 0 0 0 0 0 0 30 11 4 41 3 0 22 4 25 9 17 0 0 26 8 92 100 Total 0 0 0 0 0 0 112 42 13 154 15 0 61 11 76 35 52 0 0 87 24 317 341 08:00 AM 0 0 0 0 0 0 25 6 0 31 3 0 17 6 20 8 11 0 0 19 6 70 76 08:15 AM 0 0 0 0 0 0 29 11 1 40 3 0 16 6 19 6 14 0 0 20 7 79 86 08:30 AM 0 0 0 0 0 0 28 12 6 40 8 1 11 2 20 12 12 0 0 24 8 84 92 08:45 AM 0 0 0 0 0 0 23 14 4 37 4 0 32 10 36 9 16 0 0 25 14 98 112 Total 0 0 0 0 0 0 105 43 11 148 18 1 76 24 95 35 53 0 0 88 35 331 366 Grand Total 0 0 0 0 0 0 217 85 24 302 33 1 137 35 171 70 105 0 0 175 59 648 707 Apprch % 0 0 0 0 71.9 28.1 19.3 0.6 80.1 40 60 0
Total % 0 0 0 0 0 33.5 13.1 46.6 5.1 0.2 21.1 26.4 10.8 16.2 0 27 8.3 91.7 I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 20 10 30 5 0 9 14 10 12 0 22 66
07:15 AM 0 0 0 0 0 25 7 32 4 0 15 19 7 10 0 17 68
07:30 AM 0 0 0 0 0 37 14 51 3 0 15 18 9 13 0 22 91
07:45 AM 0 0 0 0 0 30 11 41 3 0 22 25 9 17 0 26 92
Total Volume 0 0 0 0 0 112 42 154 15 0 61 76 35 52 0 87 317 % App. Total 0 0 0 0 72.7 27.3 19.7 0 80.3 40.2 59.8 0
PHF .000 .000 .000 .000 .000 .757 .750 .755 .750 .000 .693 .760 .875 .765 .000 .837 .861 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-721
4675
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Jurupa Street
Jurupa Street
I-15 Northbound Off Ramp
Right
0 Thru
0 Left
0 In Out Total
77 0 77
Right
42 Thru
112
Left
0 Out In Total
113 154 267
Left
15 Thru
0 Right
61 Out Total In
0 76 76
Left
35 Thru
52 Right
0 Total In Out
214 87 127
Peak Hour Data
Peak Hour Begins at 07:00 AM
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-722
4676
File Name : 25_ONT_15N_Jurupa AM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 07:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:00 AM 07:00 AM
+0 mins. 0 0 0 0 0 20 10 30 5 0 9 14 10 12 0 22
+15 mins. 0 0 0 0 0 25 7 32 4 0 15 19 7 10 0 17
+30 mins. 0 0 0 0 0 37 14 51 3 0 15 18 9 13 0 22
+45 mins. 0 0 0 0 0 30 11 41 3 0 22 25 9 17 0 26
Total Volume 0 0 0 0 0 112 42 154 15 0 61 76 35 52 0 87 % App. Total 0 0 0 0 72.7 27.3 19.7 0 80.3 40.2 59.8 0
PHF .000 .000 .000 .000 .000 .757 .750 .755 .750 .000 .693 .760 .875 .765 .000 .837 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-723
4677
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 0 0 0 0 0 217 138 29 355 13 0 37 21 50 115 182 0 0 297 50 702 752 04:15 PM 0 0 0 0 0 0 203 81 24 284 29 0 46 28 75 105 208 0 0 313 52 672 724 04:30 PM 0 0 0 0 0 0 194 115 43 309 15 1 60 38 76 121 173 0 0 294 81 679 760 04:45 PM 0 0 0 0 0 0 194 103 31 297 20 0 52 27 72 134 159 0 0 293 58 662 720 Total 0 0 0 0 0 0 808 437 127 1245 77 1 195 114 273 475 722 0 0 1197 241 2715 2956 05:00 PM 0 0 0 0 0 0 209 98 23 307 24 0 40 24 64 121 187 0 0 308 47 679 726 05:15 PM 0 0 0 0 0 0 154 85 18 239 15 0 45 31 60 102 207 0 0 309 49 608 657 05:30 PM 0 0 0 0 0 0 234 73 28 307 24 0 39 24 63 108 168 0 0 276 52 646 698 05:45 PM 0 0 0 0 0 0 142 75 12 217 24 0 40 21 64 88 186 0 0 274 33 555 588 Total 0 0 0 0 0 0 739 331 81 1070 87 0 164 100 251 419 748 0 0 1167 181 2488 2669 Grand Total 0 0 0 0 0 0 1547 768 208 2315 164 1 359 214 524 894 1470 0 0 2364 422 5203 5625 Apprch % 0 0 0 0 66.8 33.2 31.3 0.2 68.5 37.8 62.2 0
Total % 0 0 0 0 0 29.7 14.8 44.5 3.2 0 6.9 10.1 17.2 28.3 0 45.4 7.5 92.5 Passenger Vehicles 0 0 0 0 0 1316 705 2214 133 1 220 503 801 1257 0 2058 0 0 4775 % Passenger Vehicles 0 0 0 0 0 0 85.1 91.8 92.8 87.8 81.1 100 61.3 69.6 68.2 89.6 85.5 0 0 87.1 0 0 84.9 Large 2 Axle Vehicles 0 0 0 0 0 55 6 61 10 0 16 36 13 39 0 52 0 0 149 % Large 2 Axle Vehicles 0 0 0 0 0 0 3.6 0.8 0 2.4 6.1 0 4.5 4.7 4.9 1.5 2.7 0 0 2.2 0 0 2.6 3 Axle Vehicles 0 0 0 0 0 32 11 46 2 0 15 23 14 31 0 45 0 0 114 % 3 Axle Vehicles 0 0 0 0 0 0 2.1 1.4 1.4 1.8 1.2 0 4.2 2.8 3.1 1.6 2.1 0 0 1.9 0 0 2 4+ Axle Trucks 0 0 0 0 0 144 46 202 19 0 108 176 66 143 0 209 0 0 587 % 4+ Axle Trucks 0 0 0 0 0 0 9.3 6 5.8 8 11.6 0 30.1 22.9 23.8 7.4 9.7 0 0 8.8 0 0 10.4 I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 217 138 355 13 0 37 50 115 182 0 297 702 04:15 PM 0 0 0 0 0 203 81 284 29 0 46 75 105 208 0 313 672 04:30 PM 0 0 0 0 0 194 115 309 15 1 60 76 121 173 0 294 679 04:45 PM 0 0 0 0 0 194 103 297 20 0 52 72 134 159 0 293 662 Total Volume 0 0 0 0 0 808 437 1245 77 1 195 273 475 722 0 1197 2715 % App. Total 0 0 0 0 64.9 35.1 28.2 0.4 71.4 39.7 60.3 0 PHF .000 .000 .000 .000 .000 .931 .792 .877 .664 .250 .813 .898 .886 .868 .000 .956 .967 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-724
4678
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Jurupa Street
Jurupa Street
I-15 Northbound Off Ramp
Right
0 Thru
0 Left
0 In Out Total
913 0 913
Right
437
Thru
808
Left
0 Out In Total
917 1245 2162
Left
77 Thru
1 Right
195
Out Total In
0 273 273
Left
475
Thru
722
Right
0 Total In Out
2082 1197 885
Peak Hour Data
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-725
4679
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:15 PM 04:15 PM
+0 mins. 0 0 0 0 0 217 138 355 29 0 46 75 105 208 0 313 +15 mins. 0 0 0 0 0 203 81 284 15 1 60 76 121 173 0 294 +30 mins. 0 0 0 0 0 194 115 309 20 0 52 72 134 159 0 293 +45 mins. 0 0 0 0 0 194 103 297 24 0 40 64 121 187 0 308 Total Volume 0 0 0 0 0 808 437 1245 88 1 198 287 481 727 0 1208 % App. Total 0 0 0 0 64.9 35.1 30.7 0.3 69 39.8 60.2 0
PHF .000 .000 .000 .000 .000 .931 .792 .877 .759 .250 .825 .944 .897 .874 .000 .965 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-726
4680
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- Passenger Vehicles
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 0 0 0 0 0 198 125 25 323 11 0 24 18 35 105 151 0 0 256 43 614 657 04:15 PM 0 0 0 0 0 0 173 72 21 245 20 0 32 21 52 96 179 0 0 275 42 572 614 04:30 PM 0 0 0 0 0 0 168 110 42 278 12 1 36 24 49 105 147 0 0 252 66 579 645 04:45 PM 0 0 0 0 0 0 170 99 30 269 17 0 29 13 46 125 137 0 0 262 43 577 620 Total 0 0 0 0 0 0 709 406 118 1115 60 1 121 76 182 431 614 0 0 1045 194 2342 2536 05:00 PM 0 0 0 0 0 0 176 86 23 262 18 0 24 16 42 106 152 0 0 258 39 562 601 05:15 PM 0 0 0 0 0 0 137 82 16 219 12 0 29 25 41 96 181 0 0 277 41 537 578 05:30 PM 0 0 0 0 0 0 180 64 26 244 21 0 23 18 44 96 147 0 0 243 44 531 575 05:45 PM 0 0 0 0 0 0 114 67 10 181 22 0 23 14 45 72 163 0 0 235 24 461 485 Total 0 0 0 0 0 0 607 299 75 906 73 0 99 73 172 370 643 0 0 1013 148 2091 2239 Grand Total 0 0 0 0 0 0 1316 705 193 2021 133 1 220 149 354 801 1257 0 0 2058 342 4433 4775 Apprch % 0 0 0 0 65.1 34.9 37.6 0.3 62.1 38.9 61.1 0
Total % 0 0 0 0 0 29.7 15.9 45.6 3 0 5 8 18.1 28.4 0 46.4 7.2 92.8 I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 198 125 323 11 0 24 35 105 151 0 256 614 04:15 PM 0 0 0 0 0 173 72 245 20 0 32 52 96 179 0 275 572 04:30 PM 0 0 0 0 0 168 110 278 12 1 36 49 105 147 0 252 579 04:45 PM 0 0 0 0 0 170 99 269 17 0 29 46 125 137 0 262 577 Total Volume 0 0 0 0 0 709 406 1115 60 1 121 182 431 614 0 1045 2342 % App. Total 0 0 0 0 63.6 36.4 33 0.5 66.5 41.2 58.8 0
PHF .000 .000 .000 .000 .000 .895 .812 .863 .750 .250 .840 .875 .862 .858 .000 .950 .954 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-727
4681
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Jurupa Street
Jurupa Street
I-15 Northbound Off Ramp
Right
0 Thru
0 Left
0 In Out Total
838 0 838
Right
406
Thru
709
Left
0 Out In Total
735 1115 1850
Left
60 Thru
1 Right
121
Out Total In
0 182 182
Left
431
Thru
614
Right
0 Total In Out
1814 1045 769
Peak Hour Data
Peak Hour Begins at 04:00 PM
Passenger Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-728
4682
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 198 125 323 11 0 24 35 105 151 0 256 +15 mins. 0 0 0 0 0 173 72 245 20 0 32 52 96 179 0 275
+30 mins. 0 0 0 0 0 168 110 278 12 1 36 49 105 147 0 252 +45 mins. 0 0 0 0 0 170 99 269 17 0 29 46 125 137 0 262 Total Volume 0 0 0 0 0 709 406 1115 60 1 121 182 431 614 0 1045 % App. Total 0 0 0 0 63.6 36.4 33 0.5 66.5 41.2 58.8 0
PHF .000 .000 .000 .000 .000 .895 .812 .863 .750 .250 .840 .875 .862 .858 .000 .950 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-729
4683
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 0 0 0 0 0 7 2 0 9 0 0 0 0 0 1 9 0 0 10 0 19 19 04:15 PM 0 0 0 0 0 0 5 0 0 5 6 0 1 1 7 0 4 0 0 4 1 16 17 04:30 PM 0 0 0 0 0 0 8 0 0 8 0 0 8 6 8 6 8 0 0 14 6 30 36 04:45 PM 0 0 0 0 0 0 4 0 0 4 1 0 2 1 3 0 6 0 0 6 1 13 14 Total 0 0 0 0 0 0 24 2 0 26 7 0 11 8 18 7 27 0 0 34 8 78 86 05:00 PM 0 0 0 0 0 0 6 2 0 8 1 0 0 0 1 2 4 0 0 6 0 15 15 05:15 PM 0 0 0 0 0 0 4 1 0 5 1 0 2 1 3 2 5 0 0 7 1 15 16 05:30 PM 0 0 0 0 0 0 15 1 0 16 0 0 0 0 0 1 2 0 0 3 0 19 19 05:45 PM 0 0 0 0 0 0 6 0 0 6 1 0 3 1 4 1 1 0 0 2 1 12 13 Total 0 0 0 0 0 0 31 4 0 35 3 0 5 2 8 6 12 0 0 18 2 61 63 Grand Total 0 0 0 0 0 0 55 6 0 61 10 0 16 10 26 13 39 0 0 52 10 139 149 Apprch % 0 0 0 0 90.2 9.8 38.5 0 61.5 25 75 0
Total % 0 0 0 0 0 39.6 4.3 43.9 7.2 0 11.5 18.7 9.4 28.1 0 37.4 6.7 93.3 I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 7 2 9 0 0 0 0 1 9 0 10 19
04:15 PM 0 0 0 0 0 5 0 5 6 0 1 7 0 4 0 4 16
04:30 PM 0 0 0 0 0 8 0 8 0 0 8 8 6 8 0 14 30
04:45 PM 0 0 0 0 0 4 0 4 1 0 2 3 0 6 0 6 13
Total Volume 0 0 0 0 0 24 2 26 7 0 11 18 7 27 0 34 78
% App. Total 0 0 0 0 92.3 7.7 38.9 0 61.1 20.6 79.4 0
PHF .000 .000 .000 .000 .000 .750 .250 .722 .292 .000 .344 .563 .292 .750 .000 .607 .650 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-730
4684
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Jurupa Street
Jurupa Street
I-15 Northbound Off Ramp
Right
0 Thru
0 Left
0 In Out Total
9 0 9
Right
2 Thru
24 Left
0 Out In Total
38 26 64
Left
7 Thru
0 Right
11 Out Total In
0 18 18
Left
7 Thru
27 Right
0 Total In Out
65 34 31
Peak Hour Data
Peak Hour Begins at 04:00 PM
Large 2 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-731
4685
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 7 2 9 0 0 0 0 1 9 0 10
+15 mins. 0 0 0 0 0 5 0 5 6 0 1 7 0 4 0 4
+30 mins. 0 0 0 0 0 8 0 8 0 0 8 8 6 8 0 14
+45 mins. 0 0 0 0 0 4 0 4 1 0 2 3 0 6 0 6
Total Volume 0 0 0 0 0 24 2 26 7 0 11 18 7 27 0 34
% App. Total 0 0 0 0 92.3 7.7 38.9 0 61.1 20.6 79.4 0
PHF .000 .000 .000 .000 .000 .750 .250 .722 .292 .000 .344 .563 .292 .750 .000 .607 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-732
4686
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 0 0 0 0 0 3 3 2 6 1 0 3 1 4 2 4 0 0 6 3 16 19 04:15 PM 0 0 0 0 0 0 5 0 0 5 0 0 3 2 3 1 4 0 0 5 2 13 15 04:30 PM 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 2 4 0 0 6 0 12 12 04:45 PM 0 0 0 0 0 0 6 1 0 7 0 0 1 0 1 4 2 0 0 6 0 14 14 Total 0 0 0 0 0 0 19 5 2 24 1 0 7 3 8 9 14 0 0 23 5 55 60 05:00 PM 0 0 0 0 0 0 5 1 0 6 1 0 1 1 2 3 6 0 0 9 1 17 18 05:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 4 1 4 0 4 0 0 4 1 9 10 05:30 PM 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 1 1 0 0 2 0 8 8
05:45 PM 0 0 0 0 0 0 2 4 1 6 0 0 3 1 3 1 6 0 0 7 2 16 18 Total 0 0 0 0 0 0 13 6 1 19 1 0 8 3 9 5 17 0 0 22 4 50 54 Grand Total 0 0 0 0 0 0 32 11 3 43 2 0 15 6 17 14 31 0 0 45 9 105 114 Apprch % 0 0 0 0 74.4 25.6 11.8 0 88.2 31.1 68.9 0
Total % 0 0 0 0 0 30.5 10.5 41 1.9 0 14.3 16.2 13.3 29.5 0 42.9 7.9 92.1 I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 3 3 6 1 0 3 4 2 4 0 6 16
04:15 PM 0 0 0 0 0 5 0 5 0 0 3 3 1 4 0 5 13
04:30 PM 0 0 0 0 0 5 1 6 0 0 0 0 2 4 0 6 12
04:45 PM 0 0 0 0 0 6 1 7 0 0 1 1 4 2 0 6 14
Total Volume 0 0 0 0 0 19 5 24 1 0 7 8 9 14 0 23 55
% App. Total 0 0 0 0 79.2 20.8 12.5 0 87.5 39.1 60.9 0
PHF .000 .000 .000 .000 .000 .792 .417 .857 .250 .000 .583 .500 .563 .875 .000 .958 .859 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-733
4687
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Jurupa Street
Jurupa Street
I-15 Northbound Off Ramp
Right
0 Thru
0 Left
0 In Out Total
14 0 14
Right
5 Thru
19 Left
0 Out In Total
21 24 45
Left
1 Thru
0 Right
7 Out Total In
0 8 8
Left
9 Thru
14 Right
0 Total In Out
43 23 20
Peak Hour Data
Peak Hour Begins at 04:00 PM
3 Axle Vehicles
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-734
4688
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 3 3 6 1 0 3 4 2 4 0 6
+15 mins. 0 0 0 0 0 5 0 5 0 0 3 3 1 4 0 5
+30 mins. 0 0 0 0 0 5 1 6 0 0 0 0 2 4 0 6
+45 mins. 0 0 0 0 0 6 1 7 0 0 1 1 4 2 0 6
Total Volume 0 0 0 0 0 19 5 24 1 0 7 8 9 14 0 23
% App. Total 0 0 0 0 79.2 20.8 12.5 0 87.5 39.1 60.9 0
PHF .000 .000 .000 .000 .000 .792 .417 .857 .250 .000 .583 .500 .563 .875 .000 .958 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-735
4689
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 1
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 0 0 0 0 0 9 8 2 17 1 0 10 2 11 7 18 0 0 25 4 53 57 04:15 PM 0 0 0 0 0 0 20 9 3 29 3 0 10 4 13 8 21 0 0 29 7 71 78 04:30 PM 0 0 0 0 0 0 13 4 1 17 3 0 16 8 19 8 14 0 0 22 9 58 67 04:45 PM 0 0 0 0 0 0 14 3 1 17 2 0 20 13 22 5 14 0 0 19 14 58 72 Total 0 0 0 0 0 0 56 24 7 80 9 0 56 27 65 28 67 0 0 95 34 240 274 05:00 PM 0 0 0 0 0 0 22 9 0 31 4 0 15 7 19 10 25 0 0 35 7 85 92 05:15 PM 0 0 0 0 0 0 12 2 2 14 2 0 10 4 12 4 17 0 0 21 6 47 53 05:30 PM 0 0 0 0 0 0 34 7 2 41 3 0 16 6 19 10 18 0 0 28 8 88 96 05:45 PM 0 0 0 0 0 0 20 4 1 24 1 0 11 5 12 14 16 0 0 30 6 66 72 Total 0 0 0 0 0 0 88 22 5 110 10 0 52 22 62 38 76 0 0 114 27 286 313 Grand Total 0 0 0 0 0 0 144 46 12 190 19 0 108 49 127 66 143 0 0 209 61 526 587 Apprch % 0 0 0 0 75.8 24.2 15 0 85 31.6 68.4 0
Total % 0 0 0 0 0 27.4 8.7 36.1 3.6 0 20.5 24.1 12.5 27.2 0 39.7 10.4 89.6 I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 9 8 17 1 0 10 11 7 18 0 25 53
04:15 PM 0 0 0 0 0 20 9 29 3 0 10 13 8 21 0 29 71
04:30 PM 0 0 0 0 0 13 4 17 3 0 16 19 8 14 0 22 58
04:45 PM 0 0 0 0 0 14 3 17 2 0 20 22 5 14 0 19 58
Total Volume 0 0 0 0 0 56 24 80 9 0 56 65 28 67 0 95 240 % App. Total 0 0 0 0 70 30 13.8 0 86.2 29.5 70.5 0
PHF .000 .000 .000 .000 .000 .700 .667 .690 .750 .000 .700 .739 .875 .798 .000 .819 .845 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-736
4690
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 2
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Jurupa Street
Jurupa Street
I-15 Northbound Off Ramp
Right
0 Thru
0 Left
0 In Out Total
52 0 52
Right
24 Thru
56 Left
0 Out In Total
123 80 203
Left
9 Thru
0 Right
56 Out Total In
0 65 65
Left
28 Thru
67 Right
0 Total In Out
160 95 65
Peak Hour Data
Peak Hour Begins at 04:00 PM
4+ Axle Trucks
North
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-737
4691
File Name : 25_ONT_15N_Jurupa PM
Site Code : 05121618
Start Date : 10/26/2021
Page No : 3
City of Ontario
N/S: I-15 Northbound Ramps
E/W: Jurupa Street
Weather: Clear
I-15 Northbound On Ramp
Southbound
Jurupa Street
Westbound
I-15 Northbound Off Ramp
Northbound
Jurupa Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins. 0 0 0 0 0 9 8 17 1 0 10 11 7 18 0 25
+15 mins. 0 0 0 0 0 20 9 29 3 0 10 13 8 21 0 29
+30 mins. 0 0 0 0 0 13 4 17 3 0 16 19 8 14 0 22
+45 mins. 0 0 0 0 0 14 3 17 2 0 20 22 5 14 0 19
Total Volume 0 0 0 0 0 56 24 80 9 0 56 65 28 67 0 95
% App. Total 0 0 0 0 70 30 13.8 0 86.2 29.5 70.5 0
PHF .000 .000 .000 .000 .000 .700 .667 .690 .750 .000 .700 .739 .875 .798 .000 .819 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

3.1-738
4692
Location: Date: 10/26/2021
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
I‐15 NB Ramps Jurupa Street I‐15 NB Ramps Jurupa Street Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0 0 0 00
North Leg East Leg South Leg West Leg
I‐15 NB Ramps Jurupa Street I‐15 NB Ramps Jurupa Street Pedestrians Pedestrians Pedestrians Pedestrians
0000 0
0000 0
0000 0
0000 0
0000 0
0000 0
0020 2
1000 1
1 0 2 03
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Ontario
I‐15 NB Ramps
Jurupa Street

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-739
4693
Location: Date: 10/26/2021
N/S: Day: Tuesday
E/W:

I‐15 NB Ramps Jurupa Street I‐15 NB Ramps Jurupa Street Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
I‐15 NB Ramps Jurupa Street I‐15 NB Ramps
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Jurupa Street
I‐15 NB Ramps
Ontario

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268 3.1-740
4694

Page 1 ends

City of Ontario
Airport Drive
W/ Commerce Parkway
24 Hour Directional Classification Count
ONT002
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Eastbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 10/26/21 0 26 2 0 1 1 0 1 10 0 0 0 0 41
01:00 0 21 6 0 3 2 0 4 15 0 0 0 0 51
02:00 0 40 4 0 0 2 0 5 11 0 0 0 0 62
03:00 0 71 8 0 0 6 0 0 13 0 0 0 0 98
04:00 0 141 16 0 3 9 0 2 9 0 0 0 0 180
05:00 1 187 18 0 2 3 0 2 3 0 0 0 0 216
06:00 0 152 21 1 4 1 0 1 7 0 0 0 0 187
07:00 0 152 33 0 8 3 0 4 10 0 0 0 0 210
08:00 0 133 29 0 6 2 0 1 15 0 0 0 0 186
09:00 0 91 28 0 5 1 0 1 10 0 0 0 0 136
10:00 0 87 23 0 9 8 0 0 10 0 0 0 0 137
11:00 0 100 19 0 7 3 0 1 7 0 0 0 0 137
12 PM 0 133 23 0 10 4 0 2 7 0 0 0 0 179
13:00 0 142 25 0 17 6 0 0 12 0 0 0 0 202
14:00 0 212 28 0 18 6 0 2 13 0 0 0 0 279
15:00 0 249 69 0 14 6 0 4 13 1 0 0 0 356
16:00 1 317 60 0 23 7 0 2 11 4 0 0 0 425
17:00 0 392 67 0 18 6 0 2 17 0 0 0 0 502
18:00 0 196 18 0 12 1 0 2 16 0 0 0 0 245
19:00 0 58 7 0 1 2 0 4 7 0 0 0 0 79
20:00 0 46 6 0 2 2 0 1 14 0 0 0 0 71
21:00 0 86 12 0 3 3 0 2 13 0 0 0 0 119
22:00 0 80 12 0 3 5 0 2 9 0 0 0 0 111
23:00 0 41 5 0 0 3 0 1 16 0 0 0 0 66
Total 2 3153 539 1 169 92 0 46 268 5 0 0 0 4275
Percent 0.0% 73.8% 12.6% 0.0% 4.0% 2.2% 0.0% 1.1% 6.3% 0.1% 0.0% 0.0% 0.0% AM Peak 05:00 05:00 07:00 06:00 10:00 04:00 02:00 01:00 05:00 Vol. 1 187 33 1 9 9 5 15 216
PM Peak 16:00 17:00 15:00 16:00 16:00 15:00 17:00 16:00 17:00 Vol. 1 392 69 23 7 4 17 4 502

Grand
Total
2 3153 539 1 169 92 0 46 268 5 0 0 0 4275
Percent 0.0% 73.8% 12.6% 0.0% 4.0% 2.2% 0.0% 1.1% 6.3% 0.1% 0.0% 0.0% 0.0%

3.1-741
4695

Page 2 ends

City of Ontario
Airport Drive
W/ Commerce Parkway
24 Hour Directional Classification Count
ONT002
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Westbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 10/26/21 1 34 5 0 0 3 0 1 12 0 0 0 0 56
01:00 0 27 2 0 0 1 0 1 7 0 0 0 0 38
02:00 0 41 3 0 0 2 0 4 9 0 0 0 0 59
03:00 0 60 6 0 2 9 0 1 7 0 0 0 0 85
04:00 0 72 8 0 9 16 0 0 8 0 0 0 0 113
05:00 0 109 15 0 11 7 0 3 16 0 0 0 0 161
06:00 0 187 28 0 11 2 0 3 15 0 0 0 0 246
07:00 0 233 37 0 12 7 0 4 20 0 0 0 0 313
08:00 0 205 46 0 19 7 0 6 24 0 0 0 0 307
09:00 0 234 35 1 14 11 0 5 37 0 0 0 0 337
10:00 1 159 23 0 19 7 0 0 31 0 0 0 0 240
11:00 0 218 29 0 14 9 0 0 31 0 0 0 0 301
12 PM 1 228 43 0 21 7 0 5 29 0 0 0 0 334
13:00 1 291 32 0 24 5 0 7 19 0 1 0 0 380
14:00 1 546 78 1 23 15 0 4 18 0 0 0 0 686
15:00 0 542 96 3 17 11 0 5 29 0 0 0 0 703
16:00 0 665 93 1 23 10 0 7 22 0 0 0 0 821
17:00 0 517 80 0 20 9 0 4 14 0 0 0 0 644
18:00 1 220 28 0 6 1 0 4 17 0 0 0 0 277
19:00 0 68 13 0 3 1 0 3 18 0 1 0 0 107
20:00 0 73 8 0 1 0 0 1 10 0 0 0 0 93
21:00 0 60 10 0 1 1 0 0 9 0 0 0 0 81
22:00 0 67 6 0 1 3 0 2 8 0 0 0 0 87
23:00 0 45 6 0 2 1 0 1 7 0 1 0 0 63
Total 6 4901 730 6 253 145 0 71 417 0 3 0 0 6532
Percent 0.1% 75.0% 11.2% 0.1% 3.9% 2.2% 0.0% 1.1% 6.4% 0.0% 0.0% 0.0% 0.0% AM Peak 00:00 09:00 08:00 09:00 08:00 04:00 08:00 09:00 09:00 Vol. 1 234 46 1 19 16 6 37 337
PM Peak 12:00 16:00 15:00 15:00 13:00 14:00 13:00 12:00 13:00 16:00 Vol. 1 665 96 3 24 15 7 29 1 821

Grand
Total
6 4901 730 6 253 145 0 71 417 0 3 0 0 6532
Percent 0.1% 75.0% 11.2% 0.1% 3.9% 2.2% 0.0% 1.1% 6.4% 0.0% 0.0% 0.0% 0.0%

3.1-742
4696

Page 3 ends

City of Ontario
Airport Drive
W/ Commerce Parkway
24 Hour Directional Classification Count
ONT002
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Eastbound, Westbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 10/26/21 1 60 7 0 1 4 0 2 22 0 0 0 0 97
01:00 0 48 8 0 3 3 0 5 22 0 0 0 0 89
02:00 0 81 7 0 0 4 0 9 20 0 0 0 0 121
03:00 0 131 14 0 2 15 0 1 20 0 0 0 0 183
04:00 0 213 24 0 12 25 0 2 17 0 0 0 0 293
05:00 1 296 33 0 13 10 0 5 19 0 0 0 0 377
06:00 0 339 49 1 15 3 0 4 22 0 0 0 0 433
07:00 0 385 70 0 20 10 0 8 30 0 0 0 0 523
08:00 0 338 75 0 25 9 0 7 39 0 0 0 0 493
09:00 0 325 63 1 19 12 0 6 47 0 0 0 0 473
10:00 1 246 46 0 28 15 0 0 41 0 0 0 0 377
11:00 0 318 48 0 21 12 0 1 38 0 0 0 0 438
12 PM 1 361 66 0 31 11 0 7 36 0 0 0 0 513
13:00 1 433 57 0 41 11 0 7 31 0 1 0 0 582
14:00 1 758 106 1 41 21 0 6 31 0 0 0 0 965
15:00 0 791 165 3 31 17 0 9 42 1 0 0 0 1059
16:00 1 982 153 1 46 17 0 9 33 4 0 0 0 1246
17:00 0 909 147 0 38 15 0 6 31 0 0 0 0 1146
18:00 1 416 46 0 18 2 0 6 33 0 0 0 0 522
19:00 0 126 20 0 4 3 0 7 25 0 1 0 0 186
20:00 0 119 14 0 3 2 0 2 24 0 0 0 0 164
21:00 0 146 22 0 4 4 0 2 22 0 0 0 0 200
22:00 0 147 18 0 4 8 0 4 17 0 0 0 0 198
23:00 0 86 11 0 2 4 0 2 23 0 1 0 0 129
Total 8 8054 1269 7 422 237 0 117 685 5 3 0 0 10807
Percent 0.1% 74.5% 11.7% 0.1% 3.9% 2.2% 0.0% 1.1% 6.3% 0.0% 0.0% 0.0% 0.0% AM Peak 00:00 07:00 08:00 06:00 10:00 04:00 02:00 09:00 07:00 Vol. 1 385 75 1 28 25 9 47 523
PM Peak 12:00 16:00 15:00 15:00 16:00 14:00 15:00 15:00 16:00 13:00 16:00 Vol. 1 982 165 3 46 21 9 42 4 1 1246

Grand
Total
8 8054 1269 7 422 237 0 117 685 5 3 0 0 10807
Percent 0.1% 74.5% 11.7% 0.1% 3.9% 2.2% 0.0% 1.1% 6.3% 0.0% 0.0% 0.0% 0.0%

3.1-743
4697

Page 1 ends

City of Ontario
Haven Avenue
N/ Airport Drive
24 Hour Directional Classification Count
ONT001
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Northbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/18/21 0 289 14 0 4 8 0 7 20 0 0 0 0 342
01:00 1 261 13 0 6 18 0 6 10 0 3 0 0 318
02:00 0 245 13 0 4 10 0 17 29 0 2 0 0 320
03:00 0 199 21 0 6 10 0 3 29 0 1 0 0 269
04:00 0 306 25 0 18 4 0 6 43 0 0 0 0 402
05:00 1 447 51 1 16 6 0 7 28 0 1 0 0 558
06:00 1 536 107 1 29 11 0 9 45 0 0 0 0 739
07:00 0 1013 164 4 56 13 0 14 51 0 0 0 0 1315
08:00 0 1222 184 5 63 13 0 13 66 0 0 0 0 1566
09:00 2 1080 136 1 105 17 0 6 40 0 0 0 0 1387
10:00 1 1025 149 1 54 12 0 8 67 0 1 0 0 1318
11:00 2 1322 207 2 51 18 1 8 71 0 4 0 0 1686
12 PM 2 1384 218 3 38 12 1 6 91 0 0 1 0 1756
13:00 2 1250 218 2 44 23 0 7 69 0 0 0 0 1615
14:00 6 1332 245 2 44 6 0 6 78 0 1 0 0 1720
15:00 3 1853 268 8 27 18 0 9 79 0 0 0 0 2265
16:00 4 2076 325 5 32 10 2 12 72 0 1 0 0 2539
17:00 3 2164 235 2 18 6 0 11 51 0 2 0 0 2492
18:00 2 1245 147 2 13 13 0 12 50 0 0 0 0 1484
19:00 1 779 73 2 10 13 0 7 27 0 0 0 0 912
20:00 5 662 38 1 5 20 0 13 28 0 1 0 0 773
21:00 2 521 41 1 7 16 0 8 25 0 1 0 0 622
22:00 1 450 37 1 5 8 0 11 29 0 0 0 0 542
23:00 0 414 32 0 6 6 0 6 21 0 1 0 0 486
Total 39 22075 2961 44 661 291 4 212 1119 0 19 1 0 27426 Percent 0.1% 80.5% 10.8% 0.2% 2.4% 1.1% 0.0% 0.8% 4.1% 0.0% 0.1% 0.0% 0.0% AM Peak 09:00 11:00 11:00 08:00 09:00 01:00 11:00 02:00 11:00 11:00 11:00 Vol. 2 1322 207 5 105 18 1 17 71 4 1686
PM Peak 14:00 17:00 16:00 15:00 13:00 13:00 16:00 20:00 12:00 17:00 12:00 16:00 Vol. 6 2164 325 8 44 23 2 13 91 2 1 2539

Grand
Total
39 22075 2961 44 661 291 4 212 1119 0 19 1 0 27426
Percent 0.1% 80.5% 10.8% 0.2% 2.4% 1.1% 0.0% 0.8% 4.1% 0.0% 0.1% 0.0% 0.0%

3.1-744
4698

Page 2 ends

City of Ontario
Haven Avenue
N/ Airport Drive
24 Hour Directional Classification Count
ONT001
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/18/21 1 149 11 0 3 2 0 3 21 0 0 0 0 190
01:00 1 217 21 0 2 12 0 6 17 0 0 0 0 276
02:00 0 204 25 1 4 5 1 5 28 0 0 1 0 274
03:00 1 296 36 0 13 6 2 4 14 0 0 0 0 372
04:00 2 525 65 1 19 7 0 4 22 0 0 0 0 645
05:00 3 584 99 2 9 5 1 3 18 0 1 0 0 725
06:00 1 614 99 1 13 10 2 11 30 0 0 0 0 781
07:00 7 925 136 5 21 14 0 7 36 0 0 1 0 1152
08:00 2 938 154 6 38 17 0 3 54 0 0 0 0 1212
09:00 0 774 106 2 38 10 0 8 51 0 1 0 0 990
10:00 2 685 120 1 26 17 2 15 68 0 0 0 0 936
11:00 1 852 146 1 29 15 1 17 52 0 0 1 0 1115
12 PM 6 888 130 1 35 16 0 9 46 1 1 1 0 1134
13:00 4 855 165 3 28 10 0 16 61 0 3 0 0 1145
14:00 4 1085 191 5 46 17 0 14 58 1 1 0 0 1422
15:00 1 1414 168 2 30 20 0 18 65 0 1 0 0 1719
16:00 4 1232 188 2 51 9 0 13 40 0 0 0 0 1539
17:00 4 1263 125 2 49 12 0 16 29 0 0 1 0 1501
18:00 2 764 75 1 36 5 1 13 36 0 1 0 0 934
19:00 0 640 68 1 13 2 0 8 61 0 1 0 0 794
20:00 4 684 72 1 11 7 0 6 41 0 0 0 0 826
21:00 0 519 41 1 11 8 0 7 27 0 0 0 0 614
22:00 2 375 19 1 6 13 0 7 25 0 0 0 0 448
23:00 0 295 19 0 5 4 0 5 21 0 1 0 0 350
Total 52 16777 2279 40 536 243 10 218 921 2 11 5 0 21094 Percent 0.2% 79.5% 10.8% 0.2% 2.5% 1.2% 0.0% 1.0% 4.4% 0.0% 0.1% 0.0% 0.0% AM Peak 07:00 08:00 08:00 08:00 08:00 08:00 03:00 11:00 10:00 05:00 02:00 08:00 Vol. 7 938 154 6 38 17 2 17 68 1 1 1212
PM Peak 12:00 15:00 14:00 14:00 16:00 15:00 18:00 15:00 15:00 12:00 13:00 12:00 15:00 Vol. 6 1414 191 5 51 20 1 18 65 1 3 1 1719

Grand
Total
52 16777 2279 40 536 243 10 218 921 2 11 5 0 21094
Percent 0.2% 79.5% 10.8% 0.2% 2.5% 1.2% 0.0% 1.0% 4.4% 0.0% 0.1% 0.0% 0.0%

3.1-745
4699

Page 3 ends

City of Ontario
Haven Avenue
N/ Airport Drive
24 Hour Directional Classification Count
ONT001
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Northbound, Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/18/21 1 438 25 0 7 10 0 10 41 0 0 0 0 532
01:00 2 478 34 0 8 30 0 12 27 0 3 0 0 594
02:00 0 449 38 1 8 15 1 22 57 0 2 1 0 594
03:00 1 495 57 0 19 16 2 7 43 0 1 0 0 641
04:00 2 831 90 1 37 11 0 10 65 0 0 0 0 1047
05:00 4 1031 150 3 25 11 1 10 46 0 2 0 0 1283
06:00 2 1150 206 2 42 21 2 20 75 0 0 0 0 1520
07:00 7 1938 300 9 77 27 0 21 87 0 0 1 0 2467
08:00 2 2160 338 11 101 30 0 16 120 0 0 0 0 2778
09:00 2 1854 242 3 143 27 0 14 91 0 1 0 0 2377
10:00 3 1710 269 2 80 29 2 23 135 0 1 0 0 2254
11:00 3 2174 353 3 80 33 2 25 123 0 4 1 0 2801
12 PM 8 2272 348 4 73 28 1 15 137 1 1 2 0 2890
13:00 6 2105 383 5 72 33 0 23 130 0 3 0 0 2760
14:00 10 2417 436 7 90 23 0 20 136 1 2 0 0 3142
15:00 4 3267 436 10 57 38 0 27 144 0 1 0 0 3984
16:00 8 3308 513 7 83 19 2 25 112 0 1 0 0 4078
17:00 7 3427 360 4 67 18 0 27 80 0 2 1 0 3993
18:00 4 2009 222 3 49 18 1 25 86 0 1 0 0 2418
19:00 1 1419 141 3 23 15 0 15 88 0 1 0 0 1706
20:00 9 1346 110 2 16 27 0 19 69 0 1 0 0 1599
21:00 2 1040 82 2 18 24 0 15 52 0 1 0 0 1236
22:00 3 825 56 2 11 21 0 18 54 0 0 0 0 990
23:00 0 709 51 0 11 10 0 11 42 0 2 0 0 836
Total 91 38852 5240 84 1197 534 14 430 2040 2 30 6 0 48520 Percent 0.2% 80.1% 10.8% 0.2% 2.5% 1.1% 0.0% 0.9% 4.2% 0.0% 0.1% 0.0% 0.0% AM Peak 07:00 11:00 11:00 08:00 09:00 11:00 03:00 11:00 10:00 11:00 02:00 11:00 Vol. 7 2174 353 11 143 33 2 25 135 4 1 2801
PM Peak 14:00 17:00 16:00 15:00 14:00 15:00 16:00 15:00 15:00 12:00 13:00 12:00 16:00 Vol. 10 3427 513 10 90 38 2 27 144 1 3 2 4078

Grand
Total
91 38852 5240 84 1197 534 14 430 2040 2 30 6 0 48520
Percent 0.2% 80.1% 10.8% 0.2% 2.5% 1.1% 0.0% 0.9% 4.2% 0.0% 0.1% 0.0% 0.0%

3.1-746
4700

Page 1 ends

City of Ontario
Jurupa Street
E/ Haven Avenue
24 Hour Directional Classification Count
ONT003
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Eastbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/18/21 3 271 58 1 33 19 0 12 47 0 0 1 0 445
01:00 1 352 67 1 23 14 2 15 44 0 1 0 0 520
02:00 2 344 75 1 45 12 0 17 51 0 0 0 0 547
03:00 0 408 77 0 30 16 0 16 49 0 0 0 0 596
04:00 1 419 71 0 27 12 0 22 37 0 1 0 0 590
05:00 0 456 56 0 27 13 0 14 44 1 1 0 0 612
06:00 0 273 42 0 22 14 0 22 33 0 1 0 0 407
07:00 1 208 29 0 8 12 0 11 32 0 0 0 0 301
08:00 0 215 24 0 4 8 0 15 25 0 0 0 0 291
09:00 0 168 15 0 0 5 0 9 30 0 0 0 0 227
10:00 0 137 18 0 2 8 0 7 30 0 1 0 0 203
11:00 0 92 12 0 5 4 0 10 17 0 1 1 0 142
12 PM 0 105 13 0 2 9 0 7 23 0 3 0 0 162
13:00 1 150 18 0 1 7 0 7 27 0 2 1 0 214
14:00 0 178 14 0 1 6 1 12 25 0 2 1 0 240
15:00 0 131 14 0 0 5 1 8 12 0 1 0 0 172
16:00 0 119 4 0 2 3 0 8 14 0 0 0 0 150
17:00 1 152 18 0 7 5 1 7 18 0 0 0 0 209
18:00 0 187 32 0 16 7 0 7 19 0 1 0 0 269
19:00 0 217 39 0 12 6 1 4 24 0 0 0 0 303
20:00 0 258 46 0 13 12 1 10 31 0 0 0 0 371
21:00 4 199 31 0 83 12 0 10 42 0 0 0 0 381
22:00 1 190 50 0 21 14 0 11 53 1 0 0 0 341
23:00 0 221 41 0 34 6 0 18 47 0 0 1 0 368
Total 15 5450 864 3 418 229 7 279 774 2 15 5 0 8061
Percent 0.2% 67.6% 10.7% 0.0% 5.2% 2.8% 0.1% 3.5% 9.6% 0.0% 0.2% 0.1% 0.0% AM Peak 00:00 05:00 03:00 00:00 02:00 00:00 01:00 04:00 02:00 05:00 01:00 00:00 05:00 Vol. 3 456 77 1 45 19 2 22 51 1 1 1 612
PM Peak 21:00 20:00 22:00 21:00 22:00 14:00 23:00 22:00 22:00 12:00 13:00 21:00 Vol. 4 258 50 83 14 1 18 53 1 3 1 381

Grand
Total
15 5450 864 3 418 229 7 279 774 2 15 5 0 8061
Percent 0.2% 67.6% 10.7% 0.0% 5.2% 2.8% 0.1% 3.5% 9.6% 0.0% 0.2% 0.1% 0.0%

3.1-747
4701

Page 2 ends

City of Ontario
Jurupa Street
E/ Haven Avenue
24 Hour Directional Classification Count
ONT003
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Westbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/18/21 1 223 54 1 33 12 0 8 36 0 0 0 0 368
01:00 1 250 62 0 17 18 0 13 38 0 0 0 0 399
02:00 0 276 50 1 35 10 0 10 46 0 0 0 0 428
03:00 0 374 61 1 28 8 0 12 31 0 0 0 0 515
04:00 0 384 62 0 31 8 0 14 40 0 0 0 0 539
05:00 1 392 56 0 43 14 0 16 37 0 1 0 0 560
06:00 0 235 33 0 42 6 0 21 25 0 0 0 0 362
07:00 0 147 5 0 8 6 1 7 26 0 0 0 0 200
08:00 0 199 15 0 5 4 6 4 22 0 0 0 0 255
09:00 0 110 7 0 3 6 8 5 16 0 0 0 0 155
10:00 1 70 2 0 1 7 12 4 27 0 2 0 0 126
11:00 0 66 6 0 4 8 4 5 21 0 1 1 0 116
12 PM 0 58 4 1 2 10 7 5 21 0 2 0 0 110
13:00 0 102 6 1 2 4 11 3 14 0 4 0 0 147
14:00 1 101 9 0 4 6 2 4 13 0 1 0 0 141
15:00 0 118 17 0 4 7 1 2 12 0 0 0 0 161
16:00 1 123 27 0 11 3 0 2 13 0 0 1 0 181
17:00 1 253 58 0 7 3 0 0 11 0 0 0 0 333
18:00 1 255 53 0 8 7 0 3 32 0 0 0 0 359
19:00 0 327 63 0 14 11 0 4 38 0 1 0 0 458
20:00 0 252 78 4 11 14 0 10 49 0 0 0 0 418
21:00 2 256 66 0 36 14 0 13 36 0 2 0 0 425
22:00 1 206 47 0 26 4 0 20 36 0 0 0 0 340
23:00 0 242 40 0 25 10 1 9 36 0 0 0 0 363
Total 11 5019 881 9 400 200 53 194 676 0 14 2 0 7459
Percent 0.1% 67.3% 11.8% 0.1% 5.4% 2.7% 0.7% 2.6% 9.1% 0.0% 0.2% 0.0% 0.0% AM Peak 00:00 05:00 01:00 00:00 05:00 01:00 10:00 06:00 02:00 10:00 11:00 05:00 Vol. 1 392 62 1 43 18 12 21 46 2 1 560
PM Peak 21:00 19:00 20:00 20:00 21:00 20:00 13:00 22:00 20:00 13:00 16:00 19:00 Vol. 2 327 78 4 36 14 11 20 49 4 1 458

Grand
Total
11 5019 881 9 400 200 53 194 676 0 14 2 0 7459
Percent 0.1% 67.3% 11.8% 0.1% 5.4% 2.7% 0.7% 2.6% 9.1% 0.0% 0.2% 0.0% 0.0%

3.1-748
4702

Page 3 ends

City of Ontario
Jurupa Street
E/ Haven Avenue
24 Hour Directional Classification Count
ONT003
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Eastbound, Westbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/18/21 4 494 112 2 66 31 0 20 83 0 0 1 0 813
01:00 2 602 129 1 40 32 2 28 82 0 1 0 0 919
02:00 2 620 125 2 80 22 0 27 97 0 0 0 0 975
03:00 0 782 138 1 58 24 0 28 80 0 0 0 0 1111
04:00 1 803 133 0 58 20 0 36 77 0 1 0 0 1129
05:00 1 848 112 0 70 27 0 30 81 1 2 0 0 1172
06:00 0 508 75 0 64 20 0 43 58 0 1 0 0 769
07:00 1 355 34 0 16 18 1 18 58 0 0 0 0 501
08:00 0 414 39 0 9 12 6 19 47 0 0 0 0 546
09:00 0 278 22 0 3 11 8 14 46 0 0 0 0 382
10:00 1 207 20 0 3 15 12 11 57 0 3 0 0 329
11:00 0 158 18 0 9 12 4 15 38 0 2 2 0 258
12 PM 0 163 17 1 4 19 7 12 44 0 5 0 0 272
13:00 1 252 24 1 3 11 11 10 41 0 6 1 0 361
14:00 1 279 23 0 5 12 3 16 38 0 3 1 0 381
15:00 0 249 31 0 4 12 2 10 24 0 1 0 0 333
16:00 1 242 31 0 13 6 0 10 27 0 0 1 0 331
17:00 2 405 76 0 14 8 1 7 29 0 0 0 0 542
18:00 1 442 85 0 24 14 0 10 51 0 1 0 0 628
19:00 0 544 102 0 26 17 1 8 62 0 1 0 0 761
20:00 0 510 124 4 24 26 1 20 80 0 0 0 0 789
21:00 6 455 97 0 119 26 0 23 78 0 2 0 0 806
22:00 2 396 97 0 47 18 0 31 89 1 0 0 0 681
23:00 0 463 81 0 59 16 1 27 83 0 0 1 0 731
Total 26 10469 1745 12 818 429 60 473 1450 2 29 7 0 15520 Percent 0.2% 67.5% 11.2% 0.1% 5.3% 2.8% 0.4% 3.0% 9.3% 0.0% 0.2% 0.0% 0.0% AM Peak 00:00 05:00 03:00 00:00 02:00 01:00 10:00 06:00 02:00 05:00 10:00 11:00 05:00 Vol. 4 848 138 2 80 32 12 43 97 1 3 2 1172
PM Peak 21:00 19:00 20:00 20:00 21:00 20:00 13:00 22:00 22:00 22:00 13:00 13:00 21:00 Vol. 6 544 124 4 119 26 11 31 89 1 6 1 806

Grand
Total
26 10469 1745 12 818 429 60 473 1450 2 29 7 0 15520
Percent 0.2% 67.5% 11.2% 0.1% 5.3% 2.8% 0.4% 3.0% 9.3% 0.0% 0.2% 0.0% 0.0%

3.1-749
4703

Page 1 ends

City of Ontario
Milliken Avenue
N/ Jurupa Street
24 Hour Directional Classification Count
ONT004
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Northbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 10/26/21 0 60 5 0 1 4 0 0 18 0 1 0 0 89
01:00 0 39 3 0 3 2 0 2 17 0 3 0 0 69
02:00 0 44 5 0 3 5 0 0 18 0 0 0 0 75
03:00 1 55 17 0 4 4 0 1 13 0 0 0 0 95
04:00 0 103 9 0 14 6 0 0 13 0 0 0 0 145
05:00 0 155 18 1 11 5 0 2 18 0 0 0 0 210
06:00 0 217 35 1 11 8 0 5 35 0 0 0 0 312
07:00 0 482 56 1 19 11 0 3 41 0 0 0 0 613
08:00 0 595 67 1 25 8 1 7 62 0 0 0 0 766
09:00 1 329 65 1 42 17 0 3 68 1 0 0 0 527
10:00 1 314 66 2 40 14 0 19 69 0 0 0 0 525
11:00 2 438 98 2 33 14 0 10 79 0 1 0 0 677
12 PM 1 417 84 1 39 11 1 16 84 0 0 0 0 654
13:00 2 404 72 1 30 18 0 10 78 0 0 0 0 615
14:00 0 513 108 2 46 22 1 10 92 0 0 0 0 794
15:00 1 533 113 2 35 27 1 21 65 0 0 0 0 798
16:00 1 544 87 1 25 8 0 16 47 0 0 0 0 729
17:00 0 697 81 2 25 14 0 11 67 0 0 0 0 897
18:00 0 334 48 2 6 9 0 5 76 0 0 0 0 480
19:00 0 162 19 0 6 5 0 3 24 0 0 0 0 219
20:00 1 81 10 2 2 8 0 2 21 0 0 1 0 128
21:00 0 77 6 1 3 10 0 3 20 0 0 0 0 120
22:00 1 66 9 0 2 5 0 1 21 0 0 0 0 105
23:00 0 45 4 0 1 7 0 0 19 0 0 0 0 76
Total 12 6704 1085 23 426 242 4 150 1065 1 5 1 0 9718
Percent 0.1% 69.0% 11.2% 0.2% 4.4% 2.5% 0.0% 1.5% 11.0% 0.0% 0.1% 0.0% 0.0% AM Peak 11:00 08:00 11:00 10:00 09:00 09:00 08:00 10:00 11:00 09:00 01:00 08:00 Vol. 2 595 98 2 42 17 1 19 79 1 3 766
PM Peak 13:00 17:00 15:00 14:00 14:00 15:00 12:00 15:00 14:00 20:00 17:00 Vol. 2 697 113 2 46 27 1 21 92 1 897

Grand
Total
12 6704 1085 23 426 242 4 150 1065 1 5 1 0 9718
Percent 0.1% 69.0% 11.2% 0.2% 4.4% 2.5% 0.0% 1.5% 11.0% 0.0% 0.1% 0.0% 0.0%

3.1-750
4704

Page 2 ends

City of Ontario
Milliken Avenue
N/ Jurupa Street
24 Hour Directional Classification Count
ONT004
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 10/26/21 0 42 5 0 1 7 0 0 7 0 0 0 0 62
01:00 0 26 6 0 1 2 0 0 14 0 0 0 0 49
02:00 0 46 4 0 0 4 0 1 11 0 0 0 0 66
03:00 0 42 7 0 3 3 0 2 22 0 0 0 0 79
04:00 0 66 10 1 2 2 0 2 18 0 0 0 0 101
05:00 0 126 27 0 9 5 0 2 21 0 0 0 0 190
06:00 0 168 28 1 15 11 0 2 37 0 0 0 0 262
07:00 0 231 51 2 22 20 4 4 93 0 2 0 0 429
08:00 0 268 67 1 33 16 0 6 76 0 1 0 0 468
09:00 0 216 50 1 33 16 0 5 64 0 0 0 0 385
10:00 0 215 61 0 34 15 0 5 55 0 0 0 0 385
11:00 3 244 66 2 31 12 1 7 63 1 0 0 0 430
12 PM 0 356 78 0 31 17 0 18 58 0 0 0 0 558
13:00 0 387 103 1 31 18 0 19 55 0 0 0 0 614
14:00 0 545 106 2 44 29 0 13 77 0 0 0 0 816
15:00 3 665 130 2 35 17 0 10 45 0 0 0 0 907
16:00 2 768 120 4 20 20 0 10 51 0 0 0 0 995
17:00 5 864 96 1 20 16 0 10 30 0 0 0 0 1042
18:00 1 457 66 1 17 14 0 9 28 0 0 0 0 593
19:00 0 328 29 2 3 11 0 3 29 0 0 0 0 405
20:00 0 195 23 2 7 12 0 0 15 0 0 0 0 254
21:00 0 136 17 0 2 4 0 0 20 0 0 0 0 179
22:00 1 95 13 0 1 8 0 1 18 0 0 0 0 137
23:00 0 67 8 0 0 2 0 1 10 0 0 0 0 88
Total 15 6553 1171 23 395 281 5 130 917 1 3 0 0 9494
Percent 0.2% 69.0% 12.3% 0.2% 4.2% 3.0% 0.1% 1.4% 9.7% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 08:00 08:00 07:00 10:00 07:00 07:00 11:00 07:00 11:00 07:00 08:00 Vol. 3 268 67 2 34 20 4 7 93 1 2 468
PM Peak 17:00 17:00 15:00 16:00 14:00 14:00 13:00 14:00 17:00 Vol. 5 864 130 4 44 29 19 77 1042

Grand
Total
15 6553 1171 23 395 281 5 130 917 1 3 0 0 9494
Percent 0.2% 69.0% 12.3% 0.2% 4.2% 3.0% 0.1% 1.4% 9.7% 0.0% 0.0% 0.0% 0.0%

3.1-751
4705

Page 3 ends

City of Ontario
Milliken Avenue
N/ Jurupa Street
24 Hour Directional Classification Count
ONT004
Site Code: 051-21618
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]
Northbound, Southbound
Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 10/26/21 0 102 10 0 2 11 0 0 25 0 1 0 0 151
01:00 0 65 9 0 4 4 0 2 31 0 3 0 0 118
02:00 0 90 9 0 3 9 0 1 29 0 0 0 0 141
03:00 1 97 24 0 7 7 0 3 35 0 0 0 0 174
04:00 0 169 19 1 16 8 0 2 31 0 0 0 0 246
05:00 0 281 45 1 20 10 0 4 39 0 0 0 0 400
06:00 0 385 63 2 26 19 0 7 72 0 0 0 0 574
07:00 0 713 107 3 41 31 4 7 134 0 2 0 0 1042
08:00 0 863 134 2 58 24 1 13 138 0 1 0 0 1234
09:00 1 545 115 2 75 33 0 8 132 1 0 0 0 912
10:00 1 529 127 2 74 29 0 24 124 0 0 0 0 910
11:00 5 682 164 4 64 26 1 17 142 1 1 0 0 1107
12 PM 1 773 162 1 70 28 1 34 142 0 0 0 0 1212
13:00 2 791 175 2 61 36 0 29 133 0 0 0 0 1229
14:00 0 1058 214 4 90 51 1 23 169 0 0 0 0 1610
15:00 4 1198 243 4 70 44 1 31 110 0 0 0 0 1705
16:00 3 1312 207 5 45 28 0 26 98 0 0 0 0 1724
17:00 5 1561 177 3 45 30 0 21 97 0 0 0 0 1939
18:00 1 791 114 3 23 23 0 14 104 0 0 0 0 1073
19:00 0 490 48 2 9 16 0 6 53 0 0 0 0 624
20:00 1 276 33 4 9 20 0 2 36 0 0 1 0 382
21:00 0 213 23 1 5 14 0 3 40 0 0 0 0 299
22:00 2 161 22 0 3 13 0 2 39 0 0 0 0 242
23:00 0 112 12 0 1 9 0 1 29 0 0 0 0 164
Total 27 13257 2256 46 821 523 9 280 1982 2 8 1 0 19212 Percent 0.1% 69.0% 11.7% 0.2% 4.3% 2.7% 0.0% 1.5% 10.3% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 08:00 11:00 11:00 09:00 09:00 07:00 10:00 11:00 09:00 01:00 08:00 Vol. 5 863 164 4 75 33 4 24 142 1 3 1234
PM Peak 17:00 17:00 15:00 16:00 14:00 14:00 12:00 12:00 14:00 20:00 17:00 Vol. 5 1561 243 5 90 51 1 34 169 1 1939
Grand
Total
27 13257 2256 46 821 523 9 280 1982 2 8 1 0 19212
Percent 0.1% 69.0% 11.7% 0.2% 4.3% 2.7% 0.0% 1.5% 10.3% 0.0% 0.0% 0.0% 0.0%

3.1-752
4706
California Logistics Center Traffic Analysis
14274-03 TA Report
APPENDIX 3.2:

EXISTING (2021) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS 4707
California Logistics Center Traffic Analysis
14274-03 TA Report
This Page Intentionally Left Blank
4708

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
Existing PCE: 375 1,784 332 41 1,464 81 72 99 266 119 93 17 4,740 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
Existing PCE: 0 1,905 432 0 1,334 548 0 0 0 486 0 585 5,289 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
Existing PCE: 0 1,446 343 0 1,369 451 891 0 531 0 0 0 5,029 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
Existing PCE: 157 1,575 100 202 1,427 272 82 26 35 57 37 131 4,099 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
Existing PCE: 404 1,341 203 168 1,124 124 95 147 218 55 161 170 4,208 6: Haven Av. & Driveway 1
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 1,948 0 0 1,396 0000000 3,344
7: Haven Av. & Driveway 2
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 1,948 0 0 1,396 0000000 3,344
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
Existing PCE: 0 1,946 7 0 1,475 0000002 3,430
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
Existing PCE: 96 1,555 194 77 974 424 330 184 112 239 284 69 4,535 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
Existing PCE: 97 1,550 14 138 1,242 195 202 245 118 54 586 590 5,029 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

3.2-1
4709

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
Existing PCE: 300 1,454 0 0 760 518 0 0 0 134 9 461 3,634 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
Existing PCE: 0 948 266 338 556 0 806 7 198 0 0 0 3,117 13: Driveway 3 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 518 0 0 386 0 904
14: Driveway 4 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 518 0 0 386 0 904
15: Driveway 5 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 518 0 0 386 0 904
16: Driveway 6 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0000000700209
17: Driveway 7 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0000000700209
18: Driveway 8 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0000000700209
19: Driveway 9 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 19 0 0 43 0 62
20: Driveway 10 & Jurupa Av.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 455 0 0 591 0 1,046
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

3.2-2
4710

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
Existing PCE: 0 0 0 0 0 0 0 455 0 0 591 0 1,046
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
Existing PCE: 16 10 0 19 26 161 149 102 5 2 187 27 701
23: Carnegie Av. & Driveway 12
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 26 0 0 33 0 0 0 0 0 0 0 59
24: Carnegie Av. & Driveway 13
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 26 0 0 33 0 0 0 0 0 0 0 59
25: Carnegie Av. & Driveway 14
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 26 0 0 33 0 0 0 0 0 0 0 59
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
Existing PCE: 0 21 4 17 16 0 0 0 0 2 0 5 65
27: Carnegie Av. & Driveway 16
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 25 0 0 18 0 0 0 0 0 0 0 43
28: Carnegie Av. & Driveway 17
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 25 0 0 18 0 0 0 0 0 0 0 43
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
Existing PCE: 37 17 0 0 12 6 8 0 11 0 0 0 91
30: Carnegie Av. & Driveway 18
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 54 0 0 23 0 0 0 0 0 0 0 77
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

3.2-3
4711

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
Existing PCE: 8 0 3 6 0 21 55 571 3 6 663 28 1,361
32: Driveway 19 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 21 0 0 7 0 28
33: Driveway 20 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 21 0 0 7 0 28
34: Commerce Pkwy. & Driveway 21
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 217 0 0 115 0 0 0 0 0 0 0 332
35: Commerce Pkwy. & Driveway 22
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 217 0 0 115 0 0 0 0 0 0 0 332
36: Commerce Pkwy. & Driveway 23
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 217 0 0 115 0 0 0 0 0 0 0 332
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
Existing PCE: 0 187 23 47 66 3 0 20 1 0 4 30 379
38: Commerce Pkwy. & Driveway 24
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 210 0 0 67 0 0 0 0 0 0 0 276
39: Commerce Pkwy. & Driveway 25
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 210 0 0 67 0 0 0 0 0 0 0 276
40: Commerce Pkwy. & Driveway 26
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 210 0 0 67 0 0 0 0 0 0 0 276
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

3.2-4
4712

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
Existing PCE: 13 5 31 39 4 18 72 494 13 18 666 139 1,510 42: Driveway 27 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 89 0 0 34 0 123
43: Driveway 28 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 89 0 0 34 0 123
44: Double Day Av. & Driveway 29
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 38 0 0 22 0 0 0 0 0 0 0 60
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
Existing PCE: 1 6 2 8 4 10 23 41 25 7 23 9 159
46: Driveway 30 & Double Day Av.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 14 0 0 32 0 46
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
Existing PCE: 22 61 7 3 26 8 7 30 6 10 20 10 209
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
Existing PCE: 32 103 3 1 19 0 1 1 12 0 0 0 171
49: Dupont Av. & Driveway 31
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 147 0 0 24 0 0 0 0 0 0 0 171
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
Existing PCE: 22 30 82 7 5 12 52 465 17 91 775 65 1,620 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

3.2-5
4713

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
Existing PCE: 21 594 70 331 792 130 66 101 21 76 130 202 2,533 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
Existing PCE: 419 742 104 128 370 62 203 667 281 100 478 68 3,618 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
Existing PCE: 296 1,185 14 109 549 327 202 2 47 19 16 216 2,980 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
Existing PCE: 0 0 0 490 3 900 0 627 159 403 585 0 3,166 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
Existing PCE: 249 0 521 0 0 0 358 759 0 0 739 350 2,974 10/26/2021
10/26/2021
10/26/2021
10/26/2021
10/26/2021

3.2-6
4714

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
Existing PCE: 331 1,843 427 39 1,681 66 189 335 374 336 226 39 5,883 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
Existing PCE: 0 2,281 870 0 1,703 714 0 0 0 219 0 319 6,104 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
Existing PCE: 0 2,622 712 0 1,571 351 529 0 243 0 0 0 6,027 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
Existing PCE: 63 2,728 105 162 1,541 110 383 45 208 80 19 223 5,667 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
Existing PCE: 488 2,123 18 183 1,405 172 288 456 599 25 579 473 6,805 6: Haven Av. & Driveway 1
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 2,628 0 0 2,028 0000000 4,656
7: Haven Av. & Driveway 2
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 2,628 0 0 2,028 0000000 4,656
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
Existing PCE: 0 2,610 6 0 2,040 0 0 0 0 0 0 18 4,674
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
Existing PCE: 66 1,959 308 202 1,511 328 452 328 65 245 266 205 5,933 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
Existing PCE: 101 1,436 57 302 1,259 130 519 655 109 37 449 422 5,472 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

3.2-7
4715

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
Existing PCE: 142 800 0 0 1,199 457 0 0 0 276 9 509 3,391 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
Existing PCE: 0 602 195 609 866 0 340 7 154 0 0 0 2,773 13: Driveway 3 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 656 0 0 1,077 0 1,732
14: Driveway 4 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 656 0 0 1,077 0 1,732
15: Driveway 5 & E. Airport Dr.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 656 0 0 1,077 0 1,732
16: Driveway 6 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 6 0 0 18 0 24
17: Driveway 7 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 6 0 0 18 0 24
18: Driveway 8 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 6 0 0 18 0 24
19: Driveway 9 & La Salle St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 24 0 0 78 0 102
20: Driveway 10 & Jurupa Av.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 838 0 0 716 0 1,553
10/26/2021
10/26/2021

3.2-8
4716

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
Existing PCE: 0 0 0 0 0 0 0 838 0 0 716 0 1,553
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
Existing PCE: 37 17 18 49 29 457 248 289 2 1 385 78 1,609 23: Carnegie Av. & Driveway 12
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 72 0 0 32 0 0 0 0 0 0 0 104
24: Carnegie Av. & Driveway 13
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 72 0 0 32 0 0 0 0 0 0 0 104
25: Carnegie Av. & Driveway 14
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 72 0 0 32 0 0 0 0 0 0 0 104
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
Existing PCE: 0 54 5 2 30 0 0 0 0 3 0 18 112
27: Carnegie Av. & Driveway 16
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 59 0 0 33 0 0 0 0 0 0 0 92
28: Carnegie Av. & Driveway 17
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 59 0 0 33 0 0 0 0 0 0 0 92
29: Carnegie Av. & La Salle St.

PHF: 0.944 Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 65 41 0 0 19 14 18 0 6 0 0 0 162
30: Carnegie Av. & Driveway 18
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 106 0 0 25 0 0 0 0 0 0 0 130
10/26/2022
10/26/2021
10/26/2021

3.2-9
4717

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
Existing PCE: 6 0 2 13 0 34 81 819 18 4 599 16 1,589
32: Driveway 19 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 7 0 0 21 0 28
33: Driveway 20 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 7 0 0 21 0 28
34: Commerce Pkwy. & Driveway 21
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 481 0 0 331 0 0 0 0 0 0 0 812
35: Commerce Pkwy. & Driveway 22
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 481 0 0 331 0 0 0 0 0 0 0 812
36: Commerce Pkwy. & Driveway 23
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 481 0 0 331 0 0 0 0 0 0 0 812
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
Existing PCE: 3 348 11 44 272 15 2 5 0 20 3 131 853
38: Commerce Pkwy. & Driveway 24
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 362 0 0 292 0 0 0 0 0 0 0 654
39: Commerce Pkwy. & Driveway 25
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 362 0 0 292 0 0 0 0 0 0 0 654
40: Commerce Pkwy. & Driveway 26
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 362 0 0 292 0 0 0 0 0 0 0 654
10/26/2021
10/26/2021

3.2-10
4718

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
Existing PCE: 14 41 55 239 17 35 88 733 13 11 569 229 2,041 42: Driveway 27 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 60 0 0 154 0 213
43: Driveway 28 & Santa Ana St.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 60 0 0 154 0 213
44: Double Day Av. & Driveway 29
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 13 0 0 6 0 0 0 0 0 0 0 19
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
Existing PCE: 18 1 14 2 0 4 6 44 10 7 132 6 243
46: Driveway 30 & Double Day Av.

PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 0 0 0 0 0 0 34 0 0 31 0 65
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
Existing PCE: 38 80 24 10 44 12 10 34 10 15 90 26 393
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
Existing PCE: 21 102 1 0 91 10 6 0 28 2 0 0 261
49: Dupont Av. & Driveway 31
PHF: Count Date:

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing PCE: 0 126 0 0 109 0 0 0 0 0 0 0 235
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
Existing PCE: 42 27 110 47 25 37 46 931 13 64 718 54 2,111 10/26/2021
10/26/2021
10/26/2021
10/26/2021
10/26/2021

3.2-11
4719

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
Existing PCE: 33 943 60 139 859 111 224 231 33 86 254 323 3,295 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
Existing PCE: 171 752 352 241 907 59 122 754 221 376 561 97 4,610 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
Existing PCE: 171 854 20 242 1,246 390 522 1 81 16 5 135 3,680 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
Existing PCE: 0 0 0 217 7 423 0 1,222 492 438 642 0 3,440 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
Existing PCE: 104 1 320 0 0 0 548 891 0 0 976 491 3,329 10/26/2021
10/26/2021
10/26/2021
10/26/2021
10/26/2021

3.2-12
4720
Timings California Logistics Center (JN 14274)
1: Haven Av. & Inland Empire Bl. 01/08/2022
Existing (2021) 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 99 266 119 93 17 375 1784 332 41 1464 81 Future Volume (vph) 72 99 266 119 93 17 375 1784 332 41 1464 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: 95.7
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Haven Av. & Inland Empire Bl.

3.2-13
4721
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 1: Haven Av. & Inland Empire Bl. 01/08/2022
Existing (2021) 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 99 266 119 93 17 375 1784 332 41 1464 81 Future Volume (veh/h) 72 99 266 119 93 17 375 1784 332 41 1464 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 78 108 116 129 101 0 408 1939 0 45 1591 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 151 480 465 236 505 489 3122 116 2342
Arrive On Green 0.05 0.14 0.14 0.06 0.15 0.00 0.17 0.50 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 78 108 116 129 101 0 408 1939 0 45 1591 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 4.7 2.5 2.1 0.0 10.8 18.3 0.0 1.2 17.4 0.0 Cycle Q Clear(g_c), s 2.1 2.3 4.7 2.5 2.1 0.0 10.8 18.3 0.0 1.2 17.4 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 151 480 465 236 505 489 3122 116 2342 V/C Ratio(X) 0.52 0.22 0.25 0.55 0.20 0.83 0.62 0.39 0.68 Avail Cap(c_a), veh/h 245 1694 1001 339 1698 827 4400 183 3051 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 37.3 30.8 21.1 37.0 30.2 0.0 32.6 14.5 0.0 37.8 21.0 0.0 Incr Delay (d2), s/veh 1.0 0.2 0.3 0.7 0.2 0.0 1.5 0.2 0.0 0.8 0.4 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 1.5 0.8 0.8 0.0 3.7 5.4 0.0 0.4 5.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.4 31.1 21.4 37.7 30.4 0.0 34.1 14.7 0.0 38.6 21.4 0.0 LnGrp LOS DCCDC CB DC
Approach Vol, veh/h 302 230 A 2347 A 1636 A
Approach Delay, s/veh 29.2 34.5 18.0 21.9
Approach LOS C C B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.8 46.5 9.3 17.1 18.0 36.4 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 20.3 4.5 6.7 12.8 19.4 4.1 4.1 Green Ext Time (p_c), s 0.0 19.6 0.0 1.0 0.6 11.0 0.0 0.5 Intersection Summary
HCM 6th Ctrl Delay 21.0
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

3.2-14
4722
Timings California Logistics Center (JN 14274)
2: Haven Av. & I-10 WB Ramps 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group WBL WBR NBT NBR SBT
Lane Configurations
Traffic Volume (vph) 486 585 1905 432 1334
Future Volume (vph) 486 585 1905 432 1334
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

3.2-15
4723
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 2: Haven Av. & I-10 WB Ramps 01/08/2022
Existing (2021) 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) 486 585 1905 432 0 1334
Future Volume (veh/h) 486 585 1905 432 0 1334
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 675 343 2071 0 0 1450
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 000000
Cap, veh/h 825 388 3940 0 3940
Arrive On Green 0.25 0.25 1.00 0.00 0.00 0.64
Sat Flow, veh/h 3238 1525 6444 1525 0 6696
Grp Volume(v), veh/h 675 343 2071 0 0 1450
Grp Sat Flow(s),veh/h/ln 1619 1525 1548 1525 0 1548
Q Serve(g_s), s 19.6 21.6 0.0 0.0 0.0 11.1
Cycle Q Clear(g_c), s 19.6 21.6 0.0 0.0 0.0 11.1
Prop In Lane 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 825 388 3940 0 3940
V/C Ratio(X) 0.82 0.88 0.53 0.00 0.37
Avail Cap(c_a), veh/h 1389 654 3940 0 3940
HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.73 0.00 0.00 0.70
Uniform Delay (d), s/veh 35.1 35.8 0.0 0.0 0.0 8.6
Incr Delay (d2), s/veh 0.8 4.0 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 7.4 8.0 0.1 0.0 0.0 3.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.9 39.9 0.4 0.0 0.0 8.8
LnGrp LOS D D A A A
Approach Vol, veh/h 1018 2071 A 1450
Approach Delay, s/veh 37.2 0.4 8.8
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 69.4 30.6 69.4
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 23.6 13.1
Green Ext Time (p_c), s 14.6 1.8 7.6
Intersection Summary
HCM 6th Ctrl Delay 11.3
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.

3.2-16
4724
Timings California Logistics Center (JN 14274)
3: Haven Av. & I-10 EB Ramps 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBR NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 891 531 1446 1369 451
Future Volume (vph) 891 531 1446 1369 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: 50
Control Type: Actuated-Coordinated
Splits and Phases: 3: Haven Av. & I-10 EB Ramps

3.2-17
4725
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 3: Haven Av. & I-10 EB Ramps 01/08/2022
Existing (2021) 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) 891 531 0 1446 1369 451
Future Volume (veh/h) 891 531 0 1446 1369 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 948 471 0 1538 1456 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 000000
Cap, veh/h 1173 552 0 3275 3275
Arrive On Green 0.36 0.36 0.00 0.53 1.00 0.00
Sat Flow, veh/h 3238 1525 0 6696 6444 1525
Grp Volume(v), veh/h 948 471 0 1538 1456 0
Grp Sat Flow(s),veh/h/ln 1619 1525 0 1548 1548 1525
Q Serve(g_s), s 26.4 28.5 0.0 15.6 0.0 0.0
Cycle Q Clear(g_c), s 26.4 28.5 0.0 15.6 0.0 0.0
Prop In Lane 1.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 1173 552 0 3275 3275
V/C Ratio(X) 0.81 0.85 0.00 0.47 0.44
Avail Cap(c_a), veh/h 1713 807 0 3275 3275
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00
Upstream Filter(I) 1.00 1.00 0.00 0.77 0.82 0.00
Uniform Delay (d), s/veh 28.8 29.4 0.0 14.8 0.0 0.0
Incr Delay (d2), s/veh 1.9 6.0 0.0 0.4 0.4 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 9.8 10.6 0.0 5.0 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.7 35.4 0.0 15.1 0.4 0.0
LnGrp LOS C D A B A
Approach Vol, veh/h 1419 1538 1456 A
Approach Delay, s/veh 32.2 15.1 0.4
Approach LOS C B A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 58.7 41.3 58.7
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 17.6 30.5 2.0
Green Ext Time (p_c), s 7.0 5.7 7.7
Intersection Summary
HCM 6th Ctrl Delay 15.8
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.

3.2-18
4726
Timings California Logistics Center (JN 14274)
4: Haven Av. & Guasti Rd. 01/08/2022
Existing (2021) 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 1575 100 202 1427 272 Future Volume (vph) 82 26 35 57 37 131 157 1575 100 202 1427 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: 88.4
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Splits and Phases: 4: Haven Av. & Guasti Rd.

3.2-19
4727
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 4: Haven Av. & Guasti Rd. 01/08/2022
Existing (2021) 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 1575 100 202 1427 272 Future Volume (veh/h) 82 26 35 57 37 131 157 1575 100 202 1427 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 1607 68 206 1456 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 163 293 245 138 278 414 231 2559 629 283 2667 648 Arrive On Green 0.05 0.16 0.16 0.05 0.15 0.15 0.08 0.41 0.41 0.10 0.43 0.43 Sat Flow, veh/h 2956 1800 1506 2956 1800 2685 2956 6192 1522 2956 6192 1505 Grp Volume(v), veh/h 84 27 19 58 38 68 160 1607 68 206 1456 174 Grp Sat Flow(s),veh/h/ln 1478 1800 1506 1478 1800 1342 1478 1548 1522 1478 1548 1505 Q Serve(g_s), s 2.1 1.0 0.8 1.4 1.4 1.7 4.0 15.5 2.1 5.1 13.2 5.6 Cycle Q Clear(g_c), s 2.1 1.0 0.8 1.4 1.4 1.7 4.0 15.5 2.1 5.1 13.2 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 163 293 245 138 278 414 231 2559 629 283 2667 648 V/C Ratio(X) 0.52 0.09 0.08 0.42 0.14 0.16 0.69 0.63 0.11 0.73 0.55 0.27 Avail Cap(c_a), veh/h 291 1005 841 251 981 1463 487 3786 931 566 3950 960 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.6 26.8 26.7 34.9 27.5 27.6 33.8 17.5 13.6 33.1 15.9 13.8 Incr Delay (d2), s/veh 0.9 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 4.8 0.6 1.7 4.0 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.5 26.9 26.9 35.6 27.7 27.8 35.2 17.7 13.6 34.4 16.1 14.0 LnGrp LOS DCCDCCDBBCBB
Approach Vol, veh/h 130 164 1835 1836
Approach Delay, s/veh 32.5 30.5 19.1 18.0
Approach LOS C C B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.8 36.9 8.1 18.4 10.5 38.2 8.7 17.8 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 7.1 17.5 3.4 3.0 6.0 15.2 4.1 3.7 Green Ext Time (p_c), s 0.2 13.6 0.0 0.1 0.1 13.3 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 19.5
HCM 6th LOS B

3.2-20
4728
Timings California Logistics Center (JN 14274)
5: Haven Av. & E. Airport Dr. 01/08/2022
Existing (2021) 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) 95 147 55 161 170 404 1341 203 168 1124 124 Future Volume (vph) 95 147 55 161 170 404 1341 203 168 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: 90.7
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Splits and Phases: 5: Haven Av. & E. Airport Dr.

3.2-21
4729
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 5: Haven Av. & E. Airport Dr. 01/08/2022
Existing (2021) 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) 95 147 218 55 161 170 404 1341 203 168 1124 124 Future Volume (veh/h) 95 147 218 55 161 170 404 1341 203 168 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 104 162 148 60 177 107 444 1474 187 185 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 180 266 227 144 478 213 538 2541 626 262 1964 483 Arrive On Green 0.06 0.15 0.15 0.05 0.14 0.14 0.18 0.41 0.41 0.09 0.32 0.32 Sat Flow, veh/h 2956 1751 1491 2956 3420 1525 2956 6192 1525 2956 6192 1524 Grp Volume(v), veh/h 104 158 152 60 177 107 444 1474 187 185 1235 101 Grp Sat Flow(s),veh/h/ln 1478 1710 1532 1478 1710 1525 1478 1548 1525 1478 1548 1524 Q Serve(g_s), s 2.5 6.2 6.7 1.4 3.4 4.6 10.4 13.2 5.9 4.4 12.2 3.5 Cycle Q Clear(g_c), s 2.5 6.2 6.7 1.4 3.4 4.6 10.4 13.2 5.9 4.4 12.2 3.5 Prop In Lane 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 180 260 233 144 478 213 538 2541 626 262 1964 483 V/C Ratio(X) 0.58 0.61 0.65 0.42 0.37 0.50 0.83 0.58 0.30 0.71 0.63 0.21 Avail Cap(c_a), veh/h 347 984 881 227 1830 816 1049 4273 1053 512 3148 775 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 32.7 28.4 28.6 33.1 27.9 28.5 28.2 16.3 14.2 31.7 20.9 17.9 Incr Delay (d2), s/veh 1.1 2.3 3.1 0.7 0.5 1.8 1.3 0.2 0.3 1.3 0.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 2.5 2.4 0.5 1.3 1.7 3.3 3.8 1.8 1.4 3.7 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.8 30.6 31.7 33.8 28.4 30.3 29.4 16.5 14.4 33.0 21.2 18.1 LnGrp LOS CCCCCCCBBCCB
Approach Vol, veh/h 414 344 2105 1521
Approach Delay, s/veh 31.8 29.9 19.1 22.4
Approach LOS C C B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.9 35.9 8.1 16.7 17.6 29.2 9.0 15.8 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 12.4 49.4 5.5 41.2 25.4 36.4 8.4 38.3 Max Q Clear Time (g_c+I1), s 6.4 15.2 3.4 8.7 12.4 14.2 4.5 6.6 Green Ext Time (p_c), s 0.1 12.9 0.0 1.7 0.7 8.4 0.0 1.4 Intersection Summary
HCM 6th Ctrl Delay 22.3
HCM 6th LOS C

3.2-22
4730
HCM 6th TWSC California Logistics Center (JN 14274)
8: Haven Av. & La Salle St. 01/08/2022
Existing (2021) 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 1 1460 7 0 1106
Future Vol, veh/h 0 1 1460 7 0 1106
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 1 1553 7 0 1177
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 780 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 0 294 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 294 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 17.3 0 0

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 294 -
HCM Lane V/C Ratio - - 0.004 -
HCM Control Delay (s) - - 17.3 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0 -

3.2-23
4731
Timings California Logistics Center (JN 14274)
9: Haven Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 330 184 239 284 69 96 1555 194 77 974 424 Future Volume (vph) 330 184 239 284 69 96 1555 194 77 974 424 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: 100.2
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Splits and Phases: 9: Haven Av. & Jurupa St.

3.2-24
4732
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 9: Haven Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 330 184 112 239 284 69 96 1555 194 77 974 424 Future Volume (veh/h) 330 184 112 239 284 69 96 1555 194 77 974 424 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 347 194 93 252 299 47 101 1637 89 81 1025 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 427 552 240 327 448 200 126 2443 602 101 2348 Arrive On Green 0.14 0.16 0.16 0.11 0.13 0.13 0.08 0.39 0.39 0.06 0.38 0.00 Sat Flow, veh/h 2956 3352 1456 2956 3420 1525 1619 6192 1525 1619 6192 1525 Grp Volume(v), veh/h 347 189 98 252 299 47 101 1637 89 81 1025 0 Grp Sat Flow(s),veh/h/ln 1478 1638 1532 1478 1710 1525 1619 1548 1525 1619 1548 1525 Q Serve(g_s), s 9.1 4.1 4.6 6.7 6.7 2.2 4.9 17.5 3.0 4.0 9.9 0.0 Cycle Q Clear(g_c), s 9.1 4.1 4.6 6.7 6.7 2.2 4.9 17.5 3.0 4.0 9.9 0.0 Prop In Lane 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 427 540 252 327 448 200 126 2443 602 101 2348 V/C Ratio(X) 0.81 0.35 0.39 0.77 0.67 0.24 0.80 0.67 0.15 0.80 0.44 Avail Cap(c_a), veh/h 751 1510 706 567 1363 608 296 3370 830 250 3193 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 33.3 29.7 29.9 34.7 33.2 31.3 36.4 20.0 15.6 37.1 18.5 0.0 Incr Delay (d2), s/veh 1.5 0.4 1.0 1.5 1.7 0.6 4.4 0.3 0.1 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 3.1 1.5 1.6 2.3 2.7 0.8 1.9 5.3 1.0 1.6 3.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.8 30.1 30.9 36.2 34.9 31.9 40.8 20.3 15.7 42.6 18.7 0.0 LnGrp LOS CCCDCCDCBDB
Approach Vol, veh/h 634 598 1827 1106 A
Approach Delay, s/veh 32.8 35.2 21.2 20.4
Approach LOS CDCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.6 38.2 13.5 19.0 10.8 36.9 16.2 16.3 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 6.0 19.5 8.7 6.6 6.9 11.9 11.1 8.7 Green Ext Time (p_c), s 0.0 12.2 0.3 1.7 0.1 7.0 0.5 1.8 Intersection Summary
HCM 6th Ctrl Delay 24.8
HCM 6th LOS C
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

3.2-25
4733
Timings California Logistics Center (JN 14274)
10: Haven Av. & Mission Bl. 01/08/2022
Existing (2021) 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 1550 14 138 1242 Future Volume (vph) 202 245 118 54 586 590 97 1550 14 138 1242 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: 117.7
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Splits and Phases: 10: Haven Av. & Mission Bl.

3.2-26
4734
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 10: Haven Av. & Mission Bl. 01/08/2022
Existing (2021) 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 1550 14 138 1242 195 Future Volume (veh/h) 202 245 118 54 586 590 97 1550 14 138 1242 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 1649 10 147 1321 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 264 1485 578 106 1222 541 125 1809 607 172 1722 249 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 4336 627 Grp Volume(v), veh/h 215 261 103 57 623 463 103 1649 10 147 998 514 Grp Sat Flow(s),veh/h/ln 1478 1638 1522 1478 1638 1525 1619 1638 1501 1619 1638 1687 Q Serve(g_s), s 8.4 4.6 5.3 2.2 12.9 29.4 7.4 37.7 0.5 10.6 31.2 31.2 Cycle Q Clear(g_c), s 8.4 4.6 5.3 2.2 12.9 29.4 7.4 37.7 0.5 10.6 31.2 31.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.37
Lane Grp Cap(c), veh/h 264 1485 578 106 1222 541 125 1809 607 172 1301 670 V/C Ratio(X) 0.82 0.18 0.18 0.54 0.51 0.86 0.82 0.91 0.02 0.86 0.77 0.77 Avail Cap(c_a), veh/h 340 1580 607 125 1222 541 203 1858 622 279 1386 714 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.9 30.4 24.4 56.0 38.2 35.3 53.7 35.5 21.1 51.9 30.9 30.9 Incr Delay (d2), s/veh 8.8 0.1 0.1 1.6 0.4 12.7 5.9 7.2 0.0 7.2 2.5 4.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 1.7 1.8 0.8 5.0 13.3 3.1 15.2 0.2 4.4 11.8 12.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.7 30.5 24.6 57.6 38.6 48.0 59.7 42.7 21.2 59.1 33.4 35.7 LnGrp LOS E C C E D D E D C E C D
Approach Vol, veh/h 579 1143 1762 1659
Approach Delay, s/veh 41.0 43.4 43.5 36.4
Approach LOS DDDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 17.1 50.0 8.8 42.2 13.7 53.4 15.1 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 12.6 39.7 4.2 7.3 9.4 33.2 10.4 31.4 Green Ext Time (p_c), s 0.1 3.8 0.0 1.8 0.0 8.4 0.1 0.0 Intersection Summary
HCM 6th Ctrl Delay 40.9
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-27
4735
Timings California Logistics Center (JN 14274)
11: Haven Av. & SR-60 WB Ramps 01/08/2022
Existing (2021) 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 1454 760 518
Future Volume (vph) 134 9 461 300 1454 760 518
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

3.2-28
4736
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 11: Haven Av. & SR-60 WB Ramps 01/08/2022
Existing (2021) 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 1454 0 0 760 518 Future Volume (veh/h) 0 0 0 134 9 461 300 1454 0 0 760 518 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 1531 0 0 800 380
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 715 0 337 430 2704 0 0 1601 497
Arrive On Green 0.22 0.00 0.22 0.15 0.55 0.00 0.00 0.33 0.33 Sat Flow, veh/h 3238 0 1525 2956 5076 0 0 5076 1525
Grp Volume(v), veh/h 147 0 258 316 1531 0 0 800 380
Grp Sat Flow(s),veh/h/ln 1619 0 1525 1478 1638 0 0 1638 1525 Q Serve(g_s), s 1.9 0.0 8.0 5.2 10.3 0.0 0.0 6.6 11.3
Cycle Q Clear(g_c), s 1.9 0.0 8.0 5.2 10.3 0.0 0.0 6.6 11.3 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 715 0 337 430 2704 0 0 1601 497
V/C Ratio(X) 0.21 0.00 0.77 0.73 0.57 0.00 0.00 0.50 0.76 Avail Cap(c_a), veh/h 1611 0 759 566 3717 0 0 2378 738
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 16.1 0.0 18.5 20.7 7.4 0.0 0.0 13.7 15.3 Incr Delay (d2), s/veh 0.1 0.0 3.7 3.5 0.1 0.0 0.0 0.1 1.3 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 0.6 0.0 2.6 1.7 1.9 0.0 0.0 1.8 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.2 0.0 22.2 24.2 7.5 0.0 0.0 13.8 16.6 LnGrp LOS B A C C AAABB
Approach Vol, veh/h 405 1847 1180
Approach Delay, s/veh 20.0 10.4 14.7
Approach LOS C B B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 33.7 11.4 22.3 17.0
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 12.3 7.2 13.3 10.0
Green Ext Time (p_c), s 7.5 0.3 3.2 1.2
Intersection Summary
HCM 6th Ctrl Delay 13.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-29
4737
Timings California Logistics Center (JN 14274)
12: Haven Av. & SR-60 EB Ramps 01/08/2022
Existing (2021) 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) 806 7 198 948 338 556
Future Volume (vph) 806 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: 71.3
Natural Cycle: 70
Control Type: Actuated-Uncoordinated
Splits and Phases: 12: Haven Av. & SR-60 EB Ramps

3.2-30
4738
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 12: Haven Av. & SR-60 EB Ramps 01/08/2022
Existing (2021) 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) 806 7 198 0 0 0 0 948 266 338 556 0 Future Volume (veh/h) 806 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 853 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 1006 0 474 0 1219 263 443 2522 0
Arrive On Green 0.31 0.00 0.31 0.00 0.30 0.30 0.15 0.51 0.00 Sat Flow, veh/h 3238 0 1525 0 4197 871 2956 5076 0
Grp Volume(v), veh/h 853 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 16.1 0.0 2.1 0.0 15.0 15.0 7.6 4.3 0.0
Cycle Q Clear(g_c), s 16.1 0.0 2.1 0.0 15.0 15.0 7.6 4.3 0.0 Prop In Lane 1.00 1.00 0.00 0.53 1.00 0.00
Lane Grp Cap(c), veh/h 1006 0 474 0 990 492 443 2522 0
V/C Ratio(X) 0.85 0.00 0.14 0.00 0.82 0.82 0.80 0.23 0.00 Avail Cap(c_a), veh/h 1250 0 589 0 1169 582 498 2883 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 21.1 0.0 16.2 0.0 21.1 21.1 26.8 8.8 0.0 Incr Delay (d2), s/veh 4.7 0.0 0.1 0.0 3.4 6.8 8.4 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 5.8 0.0 0.6 0.0 5.2 5.7 2.9 1.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.7 0.0 16.4 0.0 24.5 27.9 35.2 8.8 0.0 LnGrp LOS C A B A C C D A A
Approach Vol, veh/h 920 1214 941
Approach Delay, s/veh 25.1 25.6 18.8
Approach LOS C C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 13.8 25.4 26.1 39.2
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 9.6 17.0 18.1 6.3
Green Ext Time (p_c), s 0.2 2.7 2.2 2.3
Intersection Summary
HCM 6th Ctrl Delay 23.4
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

3.2-31
4739
Timings California Logistics Center (JN 14274)
22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy. 01/08/2022 Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 149 102 5 2 187 27 16 10 19 26 161 Future Volume (vph) 149 102 5 2 187 27 16 10 19 26 161
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: 49.5
Natural Cycle: 95
Control Type: Actuated-Uncoordinated
Splits and Phases: 22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy.

3.2-32
4740
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy. 01/08/2022 Existing (2021) 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) 149 102 5 2 187 27 16 10 0 19 26 161 Future Volume (veh/h) 149 102 5 2 187 27 16 10 0 19 26 161 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 180 123 5 2 225 21 19 12 0 23 31 135 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 226 1175 524 4 707 315 38 661 0 45 675 854
Arrive On Green 0.14 0.34 0.34 0.00 0.21 0.21 0.02 0.19 0.00 0.03 0.20 0.20 Sat Flow, veh/h 1619 3420 1525 1619 3420 1525 1619 3510 0 1619 3420 2536 Grp Volume(v), veh/h 180 123 5 2 225 21 19 12 0 23 31 135 Grp Sat Flow(s),veh/h/ln 1619 1710 1525 1619 1710 1525 1619 1710 0 1619 1710 1268 Q Serve(g_s), s 5.2 1.2 0.1 0.1 2.7 0.5 0.6 0.1 0.0 0.7 0.4 1.8 Cycle Q Clear(g_c), s 5.2 1.2 0.1 0.1 2.7 0.5 0.6 0.1 0.0 0.7 0.4 1.8 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 226 1175 524 4 707 315 38 661 0 45 675 854 V/C Ratio(X) 0.80 0.10 0.01 0.45 0.32 0.07 0.50 0.02 0.00 0.52 0.05 0.16 Avail Cap(c_a), veh/h 822 3717 1658 182 2364 1054 216 2435 0 249 2506 2212 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 20.0 10.7 10.4 23.9 16.2 15.3 23.2 15.7 0.0 23.0 15.6 11.2 Incr Delay (d2), s/veh 2.4 0.0 0.0 24.3 0.3 0.1 3.8 0.0 0.0 3.4 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 1.8 0.3 0.0 0.0 0.9 0.2 0.2 0.0 0.0 0.3 0.1 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.5 10.8 10.4 48.2 16.4 15.4 27.0 15.7 0.0 26.5 15.6 11.2 LnGrp LOS C B B D B B C B A C B B
Approach Vol, veh/h 308 248 31 189
Approach Delay, s/veh 17.6 16.6 22.6 13.8
Approach LOS B B C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 5.9 15.1 4.7 22.3 5.7 15.3 11.3 15.7 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 7.4 34.2 5.4 52.2 6.4 35.2 24.4 33.2 Max Q Clear Time (g_c+I1), s 2.7 2.1 2.1 3.2 2.6 3.8 7.2 4.7 Green Ext Time (p_c), s 0.0 0.0 0.0 0.7 0.0 0.7 0.2 1.3 Intersection Summary
HCM 6th Ctrl Delay 16.6
HCM 6th LOS B

3.2-33
4741
HCM 6th AWSC California Logistics Center (JN 14274)
26: Carnegie Av. & Santa Ana St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 8
Intersection
Intersection Delay, s/veh 7.2
Intersection LOS A
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 2 5 21 4 17 16
Future Vol, veh/h 2 5 21 4 17 16
Peak Hour Factor 0.64 0.64 0.64 0.64 0.64 0.64
Heavy Vehicles, % 0 00000
Mvmt Flow 3 8 33 6 27 25
Number of Lanes 2 12012
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 3 2
Conflicting Approach Left NB WB
Conflicting Lanes Left 2 0 3
Conflicting Approach RightSB WB
Conflicting Lanes Right 3 3 0
HCM Control Delay 6.5 7.3 7.3

HCM LOS A A A

Lane NBLn1 NBLn2WBLn1WBLn2WBLn3 SBLn1 SBLn2 SBLn3
Vol Left, % 0% 0% 100% 21% 0% 100% 0% 0%
Vol Thru, % 100% 64% 0% 0% 0% 0% 100% 100%
Vol Right, % 0% 36% 0% 79% 100% 0% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 14 11 1 3 3 17 8 8
LT Vol 0 0 1 1 0 17 0 0
Through Vol 14 7000088
RT Vol 04023000
Lane Flow Rate 22 17 2 5 4 27 12 12
Geometry Grp 88777888
Degree of Util (X) 0.028 0.021 0.003 0.006 0.002 0.037 0.016 0.01 Departure Headway (Hd) 4.587 4.332 5.146 4.198 2.246 5.071 4.57 2.87 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 780 826 692 846 1563 707 783 1243
Service Time 2.316 2.062 2.903 1.956 0.003 2.797 2.297 0.597 HCM Lane V/C Ratio 0.028 0.021 0.003 0.006 0.003 0.038 0.015 0.01 HCM Control Delay 7.4 7.2 7.9 7 5 8 7.4 5.6
HCM Lane LOS AAAAAAAA
HCM 95th-tile Q 0.1 0.1 0 0 0 0.1 0 0

3.2-34
4742
HCM 6th AWSC California Logistics Center (JN 14274)
29: Carnegie Av. & La Salle St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 9
Intersection
Intersection Delay, s/veh 7.5
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 11 37 17 12 6
Future Vol, veh/h 8 11 37 17 12 6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 0 00000
Mvmt Flow 9 12 40 18 13 7
Number of Lanes 1 11220
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 RightNB EB
Conflicting Lanes Right 3 0 2
HCM Control Delay 7.3 7.6 7.2

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% 40%
Vol Right, % 0% 0% 0% 0% 100% 0% 60%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 37 9 9 8 11 8 10
LT Vol 37 0 0 8 0 0 0
Through Vol 0990084
RT Vol 0 0 0 0 11 0 6
Lane Flow Rate 40 9 9 9 12 9 11
Geometry Grp 8888888
Degree of Util (X) 0.057 0.012 0.007 0.012 0.013 0.011 0.013 Departure Headway (Hd) 5.069 4.568 2.868 5.141 3.942 4.618 4.198 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 708 784 1246 692 900 771 848
Service Time 2.791 2.29 0.589 2.902 1.702 2.367 1.947
HCM Lane V/C Ratio 0.056 0.011 0.007 0.013 0.013 0.012 0.013 HCM Control Delay 8.1 7.3 5.6 8 6.8 7.4 7
HCM Lane LOS AAAAAAA
HCM 95th-tile Q 0.2 000000

3.2-35
4743
Timings California Logistics Center (JN 14274)
31: Carnegie Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 10
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 55 571 6 663 28 8 3 6 21
Future Volume (vph) 55 571 6 663 28 8 3 6 21
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: 26.2
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 31: Carnegie Av. & Jurupa St.

3.2-36
4744
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 31: Carnegie Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 55 571 3 6 663 28 8 0 3 6 0 21
Future Volume (veh/h) 55 571 3 6 663 28 8 0 3 6 0 21
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.99 1.00 1.00 0.99 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 61 634 3 7 737 31 9 0 2 7 0 13
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 524 2441 12 605 1654 729 351 77 65 352 77 65 Arrive On Green 0.48 0.48 0.48 0.48 0.48 0.48 0.04 0.00 0.04 0.04 0.00 0.04 Sat Flow, veh/h 672 5047 24 759 3420 1506 1344 1800 1523 1348 1800 1525 Grp Volume(v), veh/h 61 411 226 7 737 31 9 0 2 7 0 13
Grp Sat Flow(s),veh/h/ln 672 1638 1795 759 1710 1506 1344 1800 1523 1348 1800 1525 Q Serve(g_s), s 1.6 1.8 1.8 0.1 3.5 0.3 0.2 0.0 0.0 0.1 0.0 0.2 Cycle Q Clear(g_c), s 5.1 1.8 1.8 2.0 3.5 0.3 0.2 0.0 0.0 0.1 0.0 0.2 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 524 1585 868 605 1654 729 351 77 65 352 77 65 V/C Ratio(X) 0.12 0.26 0.26 0.01 0.45 0.04 0.03 0.00 0.03 0.02 0.00 0.20 Avail Cap(c_a), veh/h 2261 10056 5510 2567 10498 4624 2181 2528 2139 2121 2439 2067 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 5.8 3.7 3.7 4.3 4.2 3.3 11.3 0.0 11.2 11.3 0.0 11.3 Incr Delay (d2), s/veh 0.1 0.1 0.2 0.0 0.2 0.0 0.0 0.0 0.2 0.0 0.0 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 5.9 3.8 3.9 4.3 4.4 3.4 11.3 0.0 11.4 11.3 0.0 12.8 LnGrp LOS AAAAAABABBAB
Approach Vol, veh/h 698 775 11 20
Approach Delay, s/veh 4.0 4.3 11.3 12.3
Approach LOS AABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 6.8 17.6 6.8 17.6
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 7.1 2.2 5.5
Green Ext Time (p_c), s 0.0 4.7 0.0 5.5
Intersection Summary
HCM 6th Ctrl Delay 4.3
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-37
4745
HCM 6th AWSC California Logistics Center (JN 14274)
37: Commerce Pkwy. & Santa Ana St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 12
Intersection
Intersection Delay, s/veh 8.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 20 1 0 4 30 0 187 23 47 66 3
Future Vol, veh/h 0 20 1 0 4 30 0 187 23 47 66 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, % 0 00000000000
Mvmt Flow 0 21 1 0 4 32 0 197 24 49 69 3
Number of Lanes 1 20120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3 3 3 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 3 3 3
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 3 3 3 3
HCM Control Delay 8.3 7.7 8.5 8.4

HCM LOS A A A A

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBLn1 SBLn2 SBLn3 Vol Left, % 0% 0% 0% 0% 0% 0% 0% 0% 0% 100% 0% 0%
Vol Thru, % 100% 100% 73% 100% 100% 87% 100% 100% 4% 0% 100% 88% Vol Right, % 0% 0% 27% 0% 0% 13% 0% 0% 96% 0% 0% 12%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 0 125 85 0 13 8 0 3 31 47 44 25
LT Vol 0 0 0 0 0 0 0 0 0 47 0 0
Through Vol 0 125 62 0 13 7 0 3 1 0 44 22
RT Vol 0 0 23 0 0 1 0 0 30 0 0 3
Lane Flow Rate 0 131 90 0 14 8 0 3 33 49 46 26
Geometry Grp 888888888888
Degree of Util (X) 0 0.179 0.118 0 0.021 0.012 0 0.004 0.044 0.077 0.065 0.037 Departure Headway (Hd) 4.912 4.912 4.723 5.46 5.46 5.368 5.438 5.438 4.766 5.586 5.085 5.001 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 0 732 760 0 656 667 0 658 751 643 705 717
Service Time 2.633 2.633 2.444 3.193 3.193 3.102 3.17 3.17 2.498 3.31 2.808 2.724 HCM Lane V/C Ratio 0 0.179 0.118 0 0.021 0.012 0 0.005 0.044 0.076 0.065 0.036 HCM Control Delay 7.6 8.7 8.1 8.2 8.3 8.2 8.2 8.2 7.7 8.8 8.2 7.9 HCM Lane LOS N A A N A A N A A A A A
HCM 95th-tile Q 0 0.6 0.4 0 0.1 0 0 0 0.1 0.2 0.2 0.1

3.2-38
4746
Timings California Logistics Center (JN 14274)
41: Commerce Pkwy. & Jurupa St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 13
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 72 494 18 666 139 13 5 39 4 18
Future Volume (vph) 72 494 18 666 139 13 5 39 4 18
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: 57.3
Natural Cycle: 85
Control Type: Actuated-Uncoordinated
Splits and Phases: 41: Commerce Pkwy. & Jurupa St.

3.2-39
4747
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 41: Commerce Pkwy. & Jurupa St. 01/08/2022
Existing (2021) 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) 72 494 13 18 666 139 13 5 31 39 4 18 Future Volume (veh/h) 72 494 13 18 666 139 13 5 31 39 4 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 1600 1800 1800 Adj Flow Rate, veh/h 78 537 13 20 724 0 14 5 23 42 4 13 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 110 1839 44 40 1126 29 33 151 133 260 220
Arrive On Green 0.07 0.37 0.37 0.02 0.33 0.00 0.02 0.12 0.12 0.04 0.14 0.14 Sat Flow, veh/h 1619 4935 119 1619 3420 1525 1619 280 1288 2956 1800 1525 Grp Volume(v), veh/h 78 356 194 20 724 0 14 0 28 42 4 13 Grp Sat Flow(s),veh/h/ln 1619 1638 1779 1619 1710 1525 1619 0 1568 1478 1800 1525 Q Serve(g_s), s 2.2 3.6 3.6 0.6 8.5 0.0 0.4 0.0 0.8 0.6 0.1 0.3 Cycle Q Clear(g_c), s 2.2 3.6 3.6 0.6 8.5 0.0 0.4 0.0 0.8 0.6 0.1 0.3 Prop In Lane 1.00 0.07 1.00 1.00 1.00 0.82 1.00 1.00
Lane Grp Cap(c), veh/h 110 1221 663 40 1126 29 0 184 133 260 220 V/C Ratio(X) 0.71 0.29 0.29 0.51 0.64 0.49 0.00 0.15 0.32 0.02 0.06 Avail Cap(c_a), veh/h 563 3695 2006 288 3278 254 0 1044 464 1153 977 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 21.5 10.4 10.4 22.7 13.5 0.0 22.9 0.0 18.7 21.8 17.3 17.4 Incr Delay (d2), s/veh 3.1 0.1 0.2 3.7 0.6 0.0 4.7 0.0 0.4 0.5 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 0.8 0.9 1.1 0.2 2.5 0.0 0.2 0.0 0.3 0.2 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.7 10.5 10.7 26.4 14.1 0.0 27.6 0.0 19.1 22.3 17.3 17.5 LnGrp LOS C B B C B C A B C B B
Approach Vol, veh/h 628 744 A 42 59
Approach Delay, s/veh 12.3 14.4 21.9 20.9
Approach LOS B B C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.7 11.3 5.8 23.4 5.4 12.6 7.8 21.3 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 2.6 2.8 2.6 5.6 2.4 2.3 4.2 10.5 Green Ext Time (p_c), s 0.0 0.1 0.0 3.4 0.0 0.0 0.1 5.0 Intersection Summary
HCM 6th Ctrl Delay 14.0
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.

3.2-40
4748
HCM 6th AWSC California Logistics Center (JN 14274)
45: Doubleday Av. & Santa Ana St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 15
Intersection
Intersection Delay, s/veh 7.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 23 41 25 7 23 9 1 6 2 8 4 10
Future Vol, veh/h 23 41 25 7 23 9 1 6 2 8 4 10
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, % 0 00000000000
Mvmt Flow 24 44 27 7 24 10 1 6 2 9 4 11
Number of Lanes 1 20120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3 3 3 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 3 3 3
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 3 3 3 3
HCM Control Delay 7.5 7.5 7.5 7.5

HCM LOS A A A A

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 100% 0% 0% 100% 0% 0% 100% 0% 0% Vol Thru, % 0% 100% 50% 0% 100% 35% 0% 100% 46% 0% 100% 12% Vol Right, % 0% 0% 50% 0% 0% 65% 0% 0% 54% 0% 0% 88%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 1 4 4 23 27 39 7 15 17 8 3 11
LT Vol 1 0 0 23 0 0 7 0 0 8 0 0
Through Vol 0 4 2 0 27 14 0 15 8 0 3 1
RT Vol 0 0 2 0 0 25 0 0 9 0 0 10
Lane Flow Rate 1 4 4 24 29 41 7 16 18 9 3 12
Geometry Grp 888888888888
Degree of Util (X) 0.002 0.006 0.005 0.035 0.037 0.048 0.011 0.021 0.021 0.013 0.004 0.014 Departure Headway (Hd) 5.385 4.885 4.535 5.117 4.617 4.165 5.187 4.687 4.309 5.361 4.861 4.243 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 668 737 794 697 772 855 684 756 821 672 741 849
Service Time 3.087 2.587 2.237 2.867 2.367 1.914 2.963 2.463 2.085 3.061 2.561 1.943 HCM Lane V/C Ratio 0.001 0.005 0.005 0.034 0.038 0.048 0.01 0.021 0.022 0.013 0.004 0.014 HCM Control Delay 8.1 7.6 7.3 8.1 7.5 7.1 8 7.6 7.2 8.1 7.6 7 HCM Lane LOS AAAAAAAAAAAA
HCM 95th-tile Q 0 0 0 0.1 0.1 0.2 0 0.1 0.1 0 0 0

3.2-41
4749
HCM 6th AWSC California Logistics Center (JN 14274)
47: Dupont Av. & Santa Ana St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 16
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 61 7 3 26 8
Future Vol, veh/h 7 30 6 10 20 10 22 61 7 3 26 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, % 0 00000000000
Mvmt Flow 8 33 7 11 22 11 24 67 8 3 29 9
Number of Lanes 1 20120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3 3 3 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 3 3 3
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 3 3 3 3
HCM Control Delay 7.8 7.8 7.8 7.7

HCM LOS A A A A

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 100% 0% 0% 100% 0% 0% 100% 0% 0% Vol Thru, % 0% 100% 74% 0% 100% 62% 0% 100% 40% 0% 100% 52% Vol Right, % 0% 0% 26% 0% 0% 38% 0% 0% 60% 0% 0% 48%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 22 41 27 7 20 16 10 13 17 3 17 17
LT Vol 22 0 0 7 0 0 10 0 0 3 0 0
Through Vol 0 41 20 0 20 10 0 13 7 0 17 9
RT Vol 0 0 7 0 0 6 0 0 10 0 0 8
Lane Flow Rate 24 45 30 8 22 18 11 15 18 3 19 18
Geometry Grp 888888888888
Degree of Util (X) 0.036 0.06 0.039 0.012 0.03 0.023 0.017 0.02 0.023 0.005 0.026 0.023 Departure Headway (Hd) 5.328 4.828 4.648 5.448 4.948 4.686 5.454 4.954 4.534 5.429 4.929 4.593 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 676 746 775 660 726 767 659 725 792 661 729 782
Service Time 3.028 2.528 2.348 3.159 2.659 2.396 3.166 2.666 2.246 3.143 2.643 2.307 HCM Lane V/C Ratio 0.036 0.06 0.039 0.012 0.03 0.023 0.017 0.021 0.023 0.005 0.026 0.023 HCM Control Delay 8.2 7.8 7.5 8.2 7.8 7.5 8.3 7.8 7.4 8.2 7.8 7.4 HCM Lane LOS AAAAAAAAAAAA
HCM 95th-tile Q 0.1 0.2 0.1 0 0.1 0.1 0.1 0.1 0.1 0 0.1 0.1

3.2-42
4750
HCM 6th TWSC California Logistics Center (JN 14274)
48: Dupont Av. & Doubleday Av. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 17
Intersection
Int Delay, s/veh 2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 12 32 103 19 0
Future Vol, veh/h 1 12 32 103 19 0
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 14 38 123 23 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 161 12 23 0 - 0
Stage 1 23 -----
Stage 2 138 -----
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 820 1072 1605 - - -
Stage 1 1002 -----
Stage 2 880 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 800 1072 1605 - - -
Mov Cap-2 Maneuver 826 -----
Stage 1 978 -----
Stage 2 880 -----
Approach EB NB SB
HCM Control Delay, s 8.5 1.7 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1605 - 826 1072 - -
HCM Lane V/C Ratio 0.024 - 0.001 0.013 - -
HCM Control Delay (s) 7.3 - 9.4 8.4 - -
HCM Lane LOS A - A A - -
HCM 95th %tile Q(veh) 0.1 - 0 0 - -

3.2-43
4751
Timings California Logistics Center (JN 14274)
50: Dupont Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 18
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 52 465 91 775 22 30 7 5
Future Volume (vph) 52 465 91 775 22 30 7 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: 46.9
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Splits and Phases: 50: Dupont Av. & Jurupa St.

3.2-44
4752
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 50: Dupont Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - AM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 19
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 52 465 17 91 775 65 22 30 82 7 5 12 Future Volume (veh/h) 52 465 17 91 775 65 22 30 82 7 5 12 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 53 474 16 93 791 65 22 31 60 7 5 6 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 91 1536 52 132 1575 129 445 334 298 389 334 298 Arrive On Green 0.06 0.31 0.31 0.08 0.34 0.34 0.20 0.20 0.20 0.20 0.20 0.20 Sat Flow, veh/h 1619 4882 164 1619 4629 379 1347 1710 1525 1253 1710 1525 Grp Volume(v), veh/h 53 317 173 93 559 297 22 31 60 7 5 6 Grp Sat Flow(s),veh/h/ln 1619 1638 1770 1619 1638 1732 1347 1710 1525 1253 1710 1525 Q Serve(g_s), s 1.2 2.8 2.9 2.2 5.2 5.3 0.5 0.6 1.3 0.2 0.1 0.1 Cycle Q Clear(g_c), s 1.2 2.8 2.9 2.2 5.2 5.3 0.6 0.6 1.3 1.5 0.1 0.1 Prop In Lane 1.00 0.09 1.00 0.22 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 91 1031 557 132 1115 589 445 334 298 389 334 298 V/C Ratio(X) 0.58 0.31 0.31 0.70 0.50 0.50 0.05 0.09 0.20 0.02 0.01 0.02 Avail Cap(c_a), veh/h 770 3658 1977 1021 4166 2202 1456 1618 1443 1330 1618 1443 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 17.8 10.1 10.1 17.3 10.2 10.2 12.8 12.8 13.0 13.7 12.6 12.6 Incr Delay (d2), s/veh 2.2 0.2 0.3 2.5 0.4 0.7 0.0 0.1 0.3 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.7 0.8 0.7 1.2 1.4 0.1 0.2 0.4 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.0 10.2 10.4 19.8 10.5 10.8 12.9 12.9 13.4 13.7 12.6 12.6 LnGrp LOS C BBBBBBBBBBB
Approach Vol, veh/h 543 949 113 18
Approach Delay, s/veh 11.2 11.5 13.1 13.0
Approach LOS BBBB
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.0 7.8 18.0 13.0 6.8 19.0
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 3.3 4.2 4.9 3.5 3.2 7.3
Green Ext Time (p_c), s 0.5 0.1 3.0 0.0 0.0 5.8
Intersection Summary
HCM 6th Ctrl Delay 11.6
HCM 6th LOS B

3.2-45
4753
Timings California Logistics Center (JN 14274)
51: Milliken Av. & E. Airport Dr. 01/08/2022
Existing (2021) 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) 66 101 21 76 130 21 594 331 792 130 Future Volume (vph) 66 101 21 76 130 21 594 331 792 130 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.

3.2-46
4754
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 51: Milliken Av. & E. Airport Dr. 01/08/2022
Existing (2021) 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) 66 101 21 76 130 202 21 594 70 331 792 130 Future Volume (veh/h) 66 101 21 76 130 202 21 594 70 331 792 130 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 77 117 11 88 151 134 24 691 65 385 921 102 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 163 493 220 110 279 230 79 1028 96 428 2273 789 Arrive On Green 0.06 0.14 0.14 0.07 0.16 0.16 0.03 0.22 0.22 0.26 0.46 0.46 Sat Flow, veh/h 2956 3420 1525 1619 1778 1465 2956 4572 427 1619 4914 1523 Grp Volume(v), veh/h 77 117 11 88 145 140 24 494 262 385 921 102 Grp Sat Flow(s),veh/h/ln 1478 1710 1525 1619 1710 1533 1478 1638 1722 1619 1638 1523 Q Serve(g_s), s 1.8 2.1 0.4 3.8 5.5 6.0 0.6 9.8 9.9 16.3 8.8 2.5 Cycle Q Clear(g_c), s 1.8 2.1 0.4 3.8 5.5 6.0 0.6 9.8 9.9 16.3 8.8 2.5 Prop In Lane 1.00 1.00 1.00 0.96 1.00 0.25 1.00 1.00
Lane Grp Cap(c), veh/h 163 493 220 110 268 240 79 737 387 428 2273 789 V/C Ratio(X) 0.47 0.24 0.05 0.80 0.54 0.58 0.31 0.67 0.68 0.90 0.41 0.13 Avail Cap(c_a), veh/h 225 1722 768 290 1037 930 209 1248 656 763 3841 1275 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 32.5 26.9 26.2 32.6 27.5 27.7 33.9 25.1 25.1 25.2 12.6 8.8 Incr Delay (d2), s/veh 0.8 0.2 0.1 5.0 1.7 2.2 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 0.6 0.8 0.2 1.5 2.2 2.2 0.2 3.4 3.8 5.8 2.6 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.3 27.1 26.2 37.6 29.2 30.0 34.7 26.1 27.2 28.3 12.7 8.9 LnGrp LOS CCCDCCCCCCBA
Approach Vol, veh/h 205 373 780 1408
Approach Delay, s/veh 29.4 31.5 26.8 16.7
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 8.5 16.9 Change Period (Y+Rc), s 4.6 6.2 4.6 5.8 4.6 6.2 4.6 5.8 Max Green Setting (Gmax), s 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 4.1 2.6 10.8 3.8 8.0 Green Ext Time (p_c), s 0.5 3.8 0.0 0.7 0.0 7.1 0.0 1.6 Intersection Summary
HCM 6th Ctrl Delay 22.5
HCM 6th LOS C

3.2-47
4755
Timings California Logistics Center (JN 14274)
52: Milliken Av. & Jurupa St. 01/08/2022
Existing (2021) 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) 203 667 281 100 478 419 742 104 128 370 62 Future Volume (vph) 203 667 281 100 478 419 742 104 128 370 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: 80.8
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Splits and Phases: 52: Milliken Av. & Jurupa St.

3.2-48
4756
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 52: Milliken Av. & Jurupa St. 01/08/2022
Existing (2021) 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) 203 667 281 100 478 68 419 742 104 128 370 62 Future Volume (veh/h) 203 667 281 100 478 68 419 742 104 128 370 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 1600 1800 1800 1600 1800 1800 1600 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 209 688 185 103 493 45 432 765 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 298 1189 647 199 957 86 539 1338 415 216 801 402 Arrive On Green 0.10 0.24 0.24 0.07 0.21 0.21 0.18 0.27 0.27 0.07 0.16 0.16 Sat Flow, veh/h 2956 4914 1525 2956 4588 414 2956 4914 1525 2956 4914 1525 Grp Volume(v), veh/h 209 688 185 103 350 188 432 765 89 132 381 28 Grp Sat Flow(s),veh/h/ln 1478 1638 1525 1478 1638 1726 1478 1638 1525 1478 1638 1525 Q Serve(g_s), s 4.2 7.6 4.9 2.1 5.8 5.9 8.6 8.2 2.8 2.7 4.3 0.8 Cycle Q Clear(g_c), s 4.2 7.6 4.9 2.1 5.8 5.9 8.6 8.2 2.8 2.7 4.3 0.8 Prop In Lane 1.00 1.00 1.00 0.24 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 298 1189 647 199 683 360 539 1338 415 216 801 402 V/C Ratio(X) 0.70 0.58 0.29 0.52 0.51 0.52 0.80 0.57 0.21 0.61 0.48 0.07 Avail Cap(c_a), veh/h 549 2971 1200 352 1762 928 983 3652 1134 424 2723 999 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.7 20.5 11.6 27.6 21.5 21.6 24.0 19.2 17.3 27.6 23.3 16.9 Incr Delay (d2), s/veh 1.1 0.4 0.2 0.8 0.6 1.2 1.1 0.4 0.3 1.1 0.4 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 2.5 1.4 0.7 2.0 2.2 2.6 2.6 0.9 0.9 1.5 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.8 20.9 11.8 28.4 22.1 22.7 25.1 19.6 17.5 28.7 23.7 17.0 LnGrp LOS C C B CCCCBBCCB
Approach Vol, veh/h 1082 641 1286 541
Approach Delay, s/veh 20.7 23.3 21.3 24.6
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.1 22.9 8.7 20.6 15.8 16.2 10.8 18.6 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 4.7 10.2 4.1 9.6 10.6 6.3 6.2 7.9 Green Ext Time (p_c), s 0.1 5.5 0.0 5.3 0.6 2.4 0.2 3.1 Intersection Summary
HCM 6th Ctrl Delay 22.0
HCM 6th LOS C

3.2-49
4757
Timings California Logistics Center (JN 14274)
53: Milliken Av. & Mission Bl. 01/08/2022
Existing (2021) 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 16 216 296 1185 109 549 327 Future Volume (vph) 202 2 19 16 216 296 1185 109 549 327 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: 85.3
Natural Cycle: 80
Control Type: Actuated-Uncoordinated
Splits and Phases: 53: Milliken Av. & Mission Bl.

3.2-50
4758
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 53: Milliken Av. & Mission Bl. 01/08/2022
Existing (2021) 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 16 216 296 1185 14 109 549 327 Future Volume (veh/h) 202 2 47 19 16 216 296 1185 14 109 549 327 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 1600 1800 1800 1700 1800 1800 1600 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 224 2 43 21 0 185 329 1317 15 121 610 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 307 15 322 39 0 425 420 1931 22 189 1510
Arrive On Green 0.10 0.22 0.22 0.02 0.00 0.14 0.14 0.39 0.39 0.06 0.31 0.00 Sat Flow, veh/h 2956 68 1468 1619 0 3051 2956 5009 57 2956 4914 1525 Grp Volume(v), veh/h 224 0 45 21 0 185 329 861 471 121 610 0 Grp Sat Flow(s),veh/h/ln 1478 0 1536 1619 0 1525 1478 1638 1790 1478 1638 1525 Q Serve(g_s), s 5.2 0.0 1.7 0.9 0.0 4.0 7.7 15.6 15.6 2.8 7.0 0.0 Cycle Q Clear(g_c), s 5.2 0.0 1.7 0.9 0.0 4.0 7.7 15.6 15.6 2.8 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 307 0 337 39 0 425 420 1263 690 189 1510 V/C Ratio(X) 0.73 0.00 0.13 0.54 0.00 0.43 0.78 0.68 0.68 0.64 0.40 Avail Cap(c_a), veh/h 681 0 571 168 0 750 930 2429 1327 473 2884 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 30.9 0.0 22.4 34.4 0.0 28.1 29.5 18.2 18.2 32.5 19.5 0.0 Incr Delay (d2), s/veh 1.3 0.0 0.2 4.4 0.0 0.7 1.2 0.7 1.2 1.4 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 1.7 0.0 0.5 0.4 0.0 1.3 2.5 5.0 5.6 1.0 2.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.2 0.0 22.5 38.7 0.0 28.8 30.7 18.9 19.4 33.9 19.7 0.0 LnGrp LOS C A C D A C C B B C B
Approach Vol, veh/h 269 206 1661 731 A
Approach Delay, s/veh 30.6 29.8 21.4 22.0
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.1 33.7 6.3 22.1 14.7 28.1 12.0 16.4 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 4.8 17.6 2.9 3.7 9.7 9.0 7.2 6.0 Green Ext Time (p_c), s 0.1 9.8 0.0 0.1 0.5 4.0 0.2 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.

3.2-51
4759
Timings California Logistics Center (JN 14274)
54: I-15 SB Ramps & Jurupa St. 01/08/2022
Existing (2021) 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) 627 159 403 585 490 3 900
Future Volume (vph) 627 159 403 585 490 3 900
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: 78.4
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 54: I-15 SB Ramps & Jurupa St.

3.2-52
4760
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 54: I-15 SB Ramps & Jurupa St. 01/08/2022
Existing (2021) 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) 0 627 159 403 585 0 0 0 0 490 3 900 Future Volume (veh/h) 0 627 159 403 585 0 0 0 0 490 3 900 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 0 689 123 443 643 0 360 0 997
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 1086 307 526 2225 0 623 0 1174
Arrive On Green 0.00 0.20 0.20 0.18 0.45 0.00 0.38 0.00 0.38 Sat Flow, veh/h 0 5400 1525 2956 5076 0 1619 0 3051
Grp Volume(v), veh/h 0 689 123 443 643 0 360 0 997
Grp Sat Flow(s),veh/h/ln 0 1800 1525 1478 1638 0 1619 0 1525 Q Serve(g_s), s 0.0 7.9 4.7 9.8 5.6 0.0 11.9 0.0 20.2
Cycle Q Clear(g_c), s 0.0 7.9 4.7 9.8 5.6 0.0 11.9 0.0 20.2 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1086 307 526 2225 0 623 0 1174 V/C Ratio(X) 0.00 0.63 0.40 0.84 0.29 0.00 0.58 0.00 0.85 Avail Cap(c_a), veh/h 0 2312 653 611 3482 0 741 0 1396
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 24.8 23.5 26.9 11.7 0.0 16.5 0.0 19.0 Incr Delay (d2), s/veh 0.0 0.5 0.6 8.1 0.1 0.0 0.9 0.0 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 0.0 3.1 1.6 3.7 1.7 0.0 3.8 0.0 6.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 25.2 24.1 35.0 11.7 0.0 17.3 0.0 23.5 LnGrp LOS A C C D B A B A C
Approach Vol, veh/h 812 1086 1357
Approach Delay, s/veh 25.1 21.2 21.9
Approach LOS C C C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 17.0 19.6 31.1 36.7
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 11.8 9.9 22.2 7.6
Green Ext Time (p_c), s 0.2 3.7 3.8 3.6
Intersection Summary
HCM 6th Ctrl Delay 22.5
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

3.2-53
4761
Timings California Logistics Center (JN 14274)
55: I-15 NB Ramps & Jurupa St. 01/08/2022
Existing (2021) 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) 358 759 739 350 249 0 521
Future Volume (vph) 358 759 739 350 249 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: 64.8
Natural Cycle: 50
Control Type: Actuated-Uncoordinated
Splits and Phases: 55: I-15 NB Ramps & Jurupa St.

3.2-54
4762
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 55: I-15 NB Ramps & Jurupa St. 01/08/2022
Existing (2021) 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) 358 759 0 0 739 350 249 0 521 0 0 0 Future Volume (veh/h) 358 759 0 0 739 350 249 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 1600 1800 0 0 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 381 807 0 0 786 290 177 0 483
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 512 2773 0 0 1469 456 352 0 706
Arrive On Green 0.17 0.56 0.00 0.00 0.30 0.30 0.23 0.00 0.23 Sat Flow, veh/h 2956 5076 0 0 5076 1525 1524 0 3051
Grp Volume(v), veh/h 381 807 0 0 786 290 177 0 483
Grp Sat Flow(s),veh/h/ln 1478 1638 0 0 1638 1525 1524 0 1525 Q Serve(g_s), s 6.1 4.3 0.0 0.0 6.7 8.2 5.0 0.0 7.2
Cycle Q Clear(g_c), s 6.1 4.3 0.0 0.0 6.7 8.2 5.0 0.0 7.2 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 512 2773 0 0 1469 456 352 0 706
V/C Ratio(X) 0.74 0.29 0.00 0.00 0.54 0.64 0.50 0.00 0.68 Avail Cap(c_a), veh/h 1090 5112 0 0 2846 884 852 0 1706 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 19.6 5.7 0.0 0.0 14.6 15.1 16.7 0.0 17.5 Incr Delay (d2), s/veh 0.8 0.0 0.0 0.0 0.2 1.1 1.1 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.8 0.0 0.0 2.0 2.3 1.5 0.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.4 5.7 0.0 0.0 14.8 16.2 17.8 0.0 18.7 LnGrp LOS C AAABBBAB
Approach Vol, veh/h 1188 1076 660
Approach Delay, s/veh 10.4 15.2 18.5
Approach LOS B B B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 33.3 13.2 20.0 16.6
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 6.3 8.1 10.2 9.2
Green Ext Time (p_c), s 4.7 0.5 4.7 2.3
Intersection Summary
HCM 6th Ctrl Delay 14.0
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

3.2-55
4763
Timings California Logistics Center (JN 14274)
1: Haven Av. & Inland Empire Bl. 01/08/2022
Existing (2021) 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) 189 335 374 336 226 39 331 1843 427 39 1681 66 Future Volume (vph) 189 335 374 336 226 39 331 1843 427 39 1681 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: 107.2
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Splits and Phases: 1: Haven Av. & Inland Empire Bl.

3.2-56
4764
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 1: Haven Av. & Inland Empire Bl. 01/08/2022
Existing (2021) 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) 189 335 374 336 226 39 331 1843 427 39 1681 66 Future Volume (veh/h) 189 335 374 336 226 39 331 1843 427 39 1681 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 197 349 216 350 235 0 345 1920 0 41 1751 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 257 565 461 431 633 406 2952 102 2316
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 197 349 216 350 235 0 345 1920 0 41 1751 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 9.1 11.1 8.2 5.8 0.0 10.9 22.6 0.0 1.3 23.7 0.0 Cycle Q Clear(g_c), s 6.3 9.1 11.1 8.2 5.8 0.0 10.9 22.6 0.0 1.3 23.7 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 257 565 461 431 633 406 2952 102 2316 V/C Ratio(X) 0.77 0.62 0.47 0.81 0.37 0.85 0.65 0.40 0.76 Avail Cap(c_a), veh/h 388 1424 845 478 1381 505 3404 154 2669 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 42.9 37.3 27.2 41.9 34.2 0.0 40.5 19.1 0.0 45.4 26.2 0.0 Incr Delay (d2), s/veh 2.1 1.1 0.7 8.4 0.4 0.0 9.2 0.4 0.0 0.9 1.1 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 2.3 3.7 3.9 2.9 2.3 0.0 4.3 7.3 0.0 0.5 8.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.0 38.4 28.0 50.3 34.6 0.0 49.7 19.4 0.0 46.3 27.3 0.0 LnGrp LOS DDCDC DB DC
Approach Vol, veh/h 762 585 A 2265 A 1792 A
Approach Delay, s/veh 37.1 44.0 24.0 27.8
Approach LOS DDCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.9 51.6 14.9 21.7 17.8 41.7 12.9 23.6 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 24.6 10.2 13.1 12.9 25.7 8.3 7.8 Green Ext Time (p_c), s 0.0 16.6 0.1 2.8 0.2 10.2 0.1 1.4 Intersection Summary
HCM 6th Ctrl Delay 29.3
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

3.2-57
4765
Timings California Logistics Center (JN 14274)
2: Haven Av. & I-10 WB Ramps 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Lane Group WBL WBR NBT NBR SBT
Lane Configurations
Traffic Volume (vph) 219 319 2281 870 1703
Future Volume (vph) 219 319 2281 870 1703
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

3.2-58
4766
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 2: Haven Av. & I-10 WB Ramps 01/08/2022
Existing (2021) 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) 219 319 2281 870 0 1703
Future Volume (veh/h) 219 319 2281 870 0 1703
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 308 157 2328 0 0 1738
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 000000
Cap, veh/h 413 194 4728 0 4728
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 308 157 2328 0 0 1738
Grp Sat Flow(s),veh/h/ln 1619 1525 1548 1525 0 1548
Q Serve(g_s), s 9.2 10.0 0.0 0.0 0.0 9.2
Cycle Q Clear(g_c), s 9.2 10.0 0.0 0.0 0.0 9.2
Prop In Lane 1.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 413 194 4728 0 4728
V/C Ratio(X) 0.75 0.81 0.49 0.00 0.37
Avail Cap(c_a), veh/h 903 426 4728 0 4728
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 0.58
Uniform Delay (d), s/veh 42.1 42.4 0.0 0.0 0.0 3.9
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 3.6 3.8 0.1 0.0 0.0 1.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.1 45.4 0.2 0.0 0.0 4.0
LnGrp LOS D D A A A
Approach Vol, veh/h 465 2328 A 1738
Approach Delay, s/veh 43.9 0.2 4.0
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 82.2 17.8 82.2
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 12.0 11.2
Green Ext Time (p_c), s 19.8 0.7 10.8
Intersection Summary
HCM 6th Ctrl Delay 6.2
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.

3.2-59
4767
Timings California Logistics Center (JN 14274)
3: Haven Av. & I-10 EB Ramps 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Lane Group EBL EBR NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 529 243 2622 1571 351
Future Volume (vph) 529 243 2622 1571 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: 55
Control Type: Actuated-Coordinated
Splits and Phases: 3: Haven Av. & I-10 EB Ramps

3.2-60
4768
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 3: Haven Av. & I-10 EB Ramps 01/08/2022
Existing (2021) 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) 529 243 0 2622 1571 351
Future Volume (veh/h) 529 243 0 2622 1571 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 545 172 0 2703 1620 0
Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97
Percent Heavy Veh, % 000000
Cap, veh/h 650 306 0 4273 4273
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 545 172 0 2703 1620 0
Grp Sat Flow(s),veh/h/ln 1619 1525 0 1548 1548 1525
Q Serve(g_s), s 16.2 10.2 0.0 24.0 0.0 0.0
Cycle Q Clear(g_c), s 16.2 10.2 0.0 24.0 0.0 0.0
Prop In Lane 1.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 650 306 0 4273 4273
V/C Ratio(X) 0.84 0.56 0.00 0.63 0.38
Avail Cap(c_a), veh/h 903 426 0 4273 4273
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00
Upstream Filter(I) 1.00 1.00 0.00 0.31 0.89 0.00
Uniform Delay (d), s/veh 38.4 36.0 0.0 8.5 0.0 0.0
Incr Delay (d2), s/veh 5.1 1.6 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 6.6 3.7 0.0 6.1 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.5 37.6 0.0 8.7 0.2 0.0
LnGrp LOS D D A A A
Approach Vol, veh/h 717 2703 1620 A
Approach Delay, s/veh 42.0 8.7 0.2
Approach LOS D A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 74.8 25.2 74.8
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 26.0 18.2 2.0
Green Ext Time (p_c), s 21.3 1.9 9.6
Intersection Summary
HCM 6th Ctrl Delay 10.7
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.

3.2-61
4769
Timings California Logistics Center (JN 14274)
4: Haven Av. & Guasti Rd. 01/08/2022
Existing (2021) 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 2728 105 162 1541 110 Future Volume (vph) 383 45 208 80 19 223 63 2728 105 162 1541 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.

3.2-62
4770
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 4: Haven Av. & Guasti Rd. 01/08/2022
Existing (2021) 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 2728 105 162 1541 110 Future Volume (veh/h) 383 45 208 80 19 223 63 2728 105 162 1541 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 1800 1600 1800 1800 1600 1800 1800 Adj Flow Rate, veh/h 395 46 86 82 20 150 65 2812 72 167 1589 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 451 364 308 124 165 246 116 3089 761 187 3236 797 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 2685 2956 6192 1525 2956 6192 1525 Grp Volume(v), veh/h 395 46 86 82 20 150 65 2812 72 167 1589 89 Grp Sat Flow(s),veh/h/ln 1478 1800 1525 1478 1800 1342 1478 1548 1525 1478 1548 1525 Q Serve(g_s), s 14.3 2.3 5.2 3.0 1.1 5.9 2.4 45.6 2.7 6.1 18.0 3.2 Cycle Q Clear(g_c), s 14.3 2.3 5.2 3.0 1.1 5.9 2.4 45.6 2.7 6.1 18.0 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 451 364 308 124 165 246 116 3089 761 187 3236 797 V/C Ratio(X) 0.88 0.13 0.28 0.66 0.12 0.61 0.56 0.91 0.09 0.90 0.49 0.11 Avail Cap(c_a), veh/h 589 691 586 135 415 619 154 3109 766 187 3236 797 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 45.3 35.7 36.9 51.6 45.6 47.8 51.6 25.1 14.4 50.9 16.8 13.2 Incr Delay (d2), s/veh 9.5 0.2 0.5 7.5 0.3 2.5 1.6 4.5 0.1 37.2 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 1.0 1.9 1.2 0.5 2.0 0.9 16.0 0.9 3.2 5.9 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.8 35.9 37.4 59.1 46.0 50.2 53.1 29.7 14.5 88.0 16.9 13.3 LnGrp LOS D D D E DDDCBFBB
Approach Vol, veh/h 527 252 2949 1845
Approach Delay, s/veh 50.3 52.8 29.8 23.1
Approach LOS DDCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.5 60.3 9.2 28.3 8.9 62.9 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 8.1 47.6 5.0 7.2 4.4 20.0 16.3 7.9 Green Ext Time (p_c), s 0.0 7.0 0.0 0.5 0.0 15.0 0.4 0.5 Intersection Summary
HCM 6th Ctrl Delay 30.6
HCM 6th LOS C

3.2-63
4771
Timings California Logistics Center (JN 14274)
5: Haven Av. & E. Airport Dr. 01/08/2022
Existing (2021) 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) 288 456 25 579 473 488 2123 18 183 1405 172 Future Volume (vph) 288 456 25 579 473 488 2123 18 183 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) 19.0 50.6 9.6 41.2 41.2 27.0 55.6 55.6 14.2 42.8 42.8 Total Split (%) 14.6% 38.9% 7.4% 31.7% 31.7% 20.8% 42.8% 42.8% 10.9% 32.9% 32.9% 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: 125.9
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Splits and Phases: 5: Haven Av. & E. Airport Dr.

3.2-64
4772
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 5: Haven Av. & E. Airport Dr. 01/08/2022
Existing (2021) 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) 288 456 599 25 579 473 488 2123 18 183 1405 172 Future Volume (veh/h) 288 456 599 25 579 473 488 2123 18 183 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 294 465 466 26 591 403 498 2166 16 187 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 328 617 550 69 934 417 511 2327 573 219 1715 423 Arrive On Green 0.11 0.36 0.36 0.02 0.27 0.27 0.17 0.38 0.38 0.07 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 294 465 466 26 591 403 498 2166 16 187 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 12.7 30.9 36.5 1.1 19.7 33.8 21.7 43.5 0.9 8.1 28.2 9.1 Cycle Q Clear(g_c), s 12.7 30.9 36.5 1.1 19.7 33.8 21.7 43.5 0.9 8.1 28.2 9.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 328 617 550 69 934 417 511 2327 573 219 1715 423 V/C Ratio(X) 0.90 0.75 0.85 0.38 0.63 0.97 0.97 0.93 0.03 0.85 0.84 0.32 Avail Cap(c_a), veh/h 328 617 550 114 934 417 511 2346 578 219 1734 427 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 56.9 36.4 38.1 62.3 41.4 46.5 53.3 38.8 25.5 59.3 44.1 37.2 Incr Delay (d2), s/veh 24.8 5.2 11.8 1.2 1.4 35.5 33.1 7.4 0.0 25.4 3.7 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.8 13.3 14.9 0.4 8.3 16.5 10.1 16.6 0.3 3.7 10.7 3.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 81.6 41.6 49.9 63.6 42.8 82.0 86.4 46.2 25.5 84.7 47.8 37.6 LnGrp LOS F D D E D F F D C F D D
Approach Vol, veh/h 1225 1020 2680 1756
Approach Delay, s/veh 54.4 58.8 53.6 50.9
Approach LOS D E D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.2 55.2 7.6 52.6 27.0 42.4 19.0 41.2 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 9.6 49.1 5.0 44.8 22.4 36.3 14.4 35.4 Max Q Clear Time (g_c+I1), s 10.1 45.5 3.1 38.5 23.7 30.2 14.7 35.8 Green Ext Time (p_c), s 0.0 3.2 0.0 2.9 0.0 4.2 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 53.8
HCM 6th LOS D

3.2-65
4773
HCM 6th TWSC California Logistics Center (JN 14274)
8: Haven Av. & La Salle St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 3
Intersection
Int Delay, s/veh 0.1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 18 1958 6 0 1530
Future Vol, veh/h 0 18 1958 6 0 1530
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 19 2019 6 0 1577
Major/Minor Minor1 Major1 Major2
Conflicting Flow All - 1013 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 0 206 - - 0 -
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 206 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach WB NB SB
HCM Control Delay, s 24.2 0 0

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBT
Capacity (veh/h) - - 206 -
HCM Lane V/C Ratio - - 0.09 -
HCM Control Delay (s) - - 24.2 -
HCM Lane LOS - - C -
HCM 95th %tile Q(veh) - - 0.3 -

3.2-66
4774
Timings California Logistics Center (JN 14274)
9: Haven Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 452 328 245 266 205 66 1959 308 202 1511 328 Future Volume (vph) 452 328 245 266 205 66 1959 308 202 1511 328 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: 120.1
Natural Cycle: 130
Control Type: Actuated-Uncoordinated
Splits and Phases: 9: Haven Av. & Jurupa St.

3.2-67
4775
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 9: Haven Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 452 328 65 245 266 205 66 1959 308 202 1511 328 Future Volume (veh/h) 452 328 65 245 266 205 66 1959 308 202 1511 328 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 461 335 53 250 271 151 67 1999 220 206 1542 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 515 899 138 268 430 192 84 2292 563 231 2855 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 4294 661 2956 3420 1525 1619 6192 1522 1619 6192 1525 Grp Volume(v), veh/h 461 253 135 250 271 151 67 1999 220 206 1542 0 Grp Sat Flow(s),veh/h/ln 1478 1638 1679 1478 1710 1525 1619 1548 1522 1619 1548 1525 Q Serve(g_s), s 17.5 7.6 7.9 9.6 8.6 11.0 4.7 34.5 12.2 14.3 20.5 0.0 Cycle Q Clear(g_c), s 17.5 7.6 7.9 9.6 8.6 11.0 4.7 34.5 12.2 14.3 20.5 0.0 Prop In Lane 1.00 0.39 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 515 686 351 268 430 192 84 2292 563 231 2855 V/C Ratio(X) 0.90 0.37 0.38 0.93 0.63 0.79 0.80 0.87 0.39 0.89 0.54 Avail Cap(c_a), veh/h 641 1056 541 268 670 299 145 2358 579 245 2855 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 46.4 38.9 39.0 51.8 47.6 48.7 53.8 33.6 26.6 48.3 22.2 0.0 Incr Delay (d2), s/veh 11.6 0.3 0.7 37.0 1.5 7.2 6.5 3.8 0.4 28.7 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 7.0 3.0 3.2 4.8 3.7 4.5 2.0 12.5 4.3 7.3 6.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.9 39.2 39.7 88.8 49.2 55.9 60.4 37.4 27.0 77.0 22.4 0.0 LnGrp LOS E D D F D E E D C E C
Approach Vol, veh/h 849 672 2286 1748 A
Approach Delay, s/veh 49.4 65.4 37.1 28.8
Approach LOS D E D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 21.0 49.0 15.0 29.8 10.5 59.4 24.6 20.2 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 16.3 36.5 11.6 9.9 6.7 22.5 19.5 13.0 Green Ext Time (p_c), s 0.0 6.0 0.0 2.2 0.0 11.8 0.5 1.4 Intersection Summary
HCM 6th Ctrl Delay 39.8
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

3.2-68
4776
Timings California Logistics Center (JN 14274)
10: Haven Av. & Mission Bl. 01/08/2022
Existing (2021) 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 1436 57 302 1259 Future Volume (vph) 519 655 109 37 449 422 101 1436 57 302 1259 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.

3.2-69
4777
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 10: Haven Av. & Mission Bl. 01/08/2022
Existing (2021) 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 1436 57 302 1259 130 Future Volume (veh/h) 519 655 109 37 449 422 101 1436 57 302 1259 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 1496 39 315 1311 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 1924 182 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 4561 431 Grp Volume(v), veh/h 541 682 69 39 468 326 105 1496 39 315 942 493 Grp Sat Flow(s),veh/h/ln 1478 1638 1524 1478 1638 1525 1619 1638 1524 1619 1638 1716 Q Serve(g_s), s 23.8 14.7 3.8 1.7 11.7 19.1 8.3 39.2 2.3 24.4 30.4 30.4 Cycle Q Clear(g_c), s 23.8 14.7 3.8 1.7 11.7 19.1 8.3 39.2 2.3 24.4 30.4 30.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.25
Lane Grp Cap(c), veh/h 542 1479 577 86 720 509 126 1535 520 303 1382 724 V/C Ratio(X) 1.00 0.46 0.12 0.45 0.65 0.64 0.83 0.97 0.07 1.04 0.68 0.68 Avail Cap(c_a), veh/h 542 1479 577 113 720 509 186 1535 520 303 1382 724 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.2 37.0 26.3 62.2 52.4 36.8 59.2 44.3 29.0 52.9 30.6 30.6 Incr Delay (d2), s/veh 38.0 0.2 0.1 1.4 2.1 2.7 12.1 17.2 0.1 62.2 1.4 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.3 5.6 1.3 0.6 4.8 8.7 3.7 17.6 0.8 14.7 11.5 12.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 91.2 37.2 26.4 63.6 54.5 39.5 71.3 61.5 29.1 115.1 32.0 33.2 LnGrp LOS F D C E D D E E C F C C
Approach Vol, veh/h 1292 833 1640 1750
Approach Delay, s/veh 59.2 49.0 61.4 47.3
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 41.2 3.7 16.7 10.3 32.4 25.8 21.1 Green Ext Time (p_c), s 0.0 0.0 0.0 4.2 0.0 8.1 0.0 0.0 Intersection Summary
HCM 6th Ctrl Delay 54.5
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-70
4778
Timings California Logistics Center (JN 14274)
11: Haven Av. & SR-60 WB Ramps 01/08/2022
Existing (2021) 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 9 509 142 800 1199 457
Future Volume (vph) 276 9 509 142 800 1199 457
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: 77.1
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 11: Haven Av. & SR-60 WB Ramps

3.2-71
4779
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 11: Haven Av. & SR-60 WB Ramps 01/08/2022
Existing (2021) 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 9 509 142 800 0 0 1199 457 Future Volume (veh/h) 0 0 0 276 9 509 142 800 0 0 1199 457 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 0 241 148 833 0 0 1249 309
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 722 0 340 260 2662 0 0 1830 561
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 0 241 148 833 0 0 1249 309
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 4.6 0.0 0.0 10.5 8.0
Cycle Q Clear(g_c), s 3.8 0.0 7.2 2.4 4.6 0.0 0.0 10.5 8.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 722 0 340 260 2662 0 0 1830 561
V/C Ratio(X) 0.41 0.00 0.71 0.57 0.31 0.00 0.00 0.68 0.55 Avail Cap(c_a), veh/h 2443 0 1151 360 4117 0 0 3110 953 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 16.4 0.0 17.7 21.6 6.2 0.0 0.0 13.0 12.2 Incr Delay (d2), s/veh 0.4 0.0 2.7 1.9 0.0 0.0 0.0 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 2.3 0.7 0.8 0.0 0.0 2.7 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.7 0.0 20.4 23.5 6.3 0.0 0.0 13.2 12.5 LnGrp LOS B A C C AAABB
Approach Vol, veh/h 535 981 1558
Approach Delay, s/veh 18.4 8.9 13.1
Approach LOS B A B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 32.5 8.3 24.2 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 6.6 4.4 12.5 9.2
Green Ext Time (p_c), s 3.5 0.1 5.8 1.8
Intersection Summary
HCM 6th Ctrl Delay 12.6
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-72
4780
Timings California Logistics Center (JN 14274)
12: Haven Av. & SR-60 EB Ramps 01/08/2022
Existing (2021) 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) 340 7 154 602 609 866
Future Volume (vph) 340 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: 67.4
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 12: Haven Av. & SR-60 EB Ramps

3.2-73
4781
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 12: Haven Av. & SR-60 EB Ramps 01/08/2022
Existing (2021) 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) 340 7 154 0 0 0 0 602 195 609 866 0 Future Volume (veh/h) 340 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 372 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 553 0 260 0 968 220 839 2968 0
Arrive On Green 0.17 0.00 0.17 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 372 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 5.5 0.0 1.6 0.0 7.4 7.6 10.4 4.7 0.0
Cycle Q Clear(g_c), s 5.5 0.0 1.6 0.0 7.4 7.6 10.4 4.7 0.0 Prop In Lane 1.00 1.00 0.00 0.55 1.00 0.00
Lane Grp Cap(c), veh/h 553 0 260 0 792 396 839 2968 0
V/C Ratio(X) 0.67 0.00 0.22 0.00 0.67 0.68 0.78 0.31 0.00 Avail Cap(c_a), veh/h 1346 0 634 0 1689 844 1565 5519 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 19.8 0.0 18.2 0.0 17.5 17.5 16.8 4.9 0.0 Incr Delay (d2), s/veh 1.4 0.0 0.4 0.0 0.4 0.8 1.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 0.5 0.0 2.2 2.3 2.9 0.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.3 0.0 18.6 0.0 17.8 18.3 18.4 5.0 0.0 LnGrp LOS C A B ABBBAA
Approach Vol, veh/h 428 796 1586
Approach Delay, s/veh 20.9 18.0 10.5
Approach LOS C B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 18.5 18.0 14.5 36.5
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 12.4 9.6 7.5 6.7
Green Ext Time (p_c), s 2.1 2.7 1.2 4.1
Intersection Summary
HCM 6th Ctrl Delay 14.2
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

3.2-74
4782
Timings California Logistics Center (JN 14274)
22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy. 01/08/2022 Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 248 289 2 1 385 78 37 17 49 29 457 Future Volume (vph) 248 289 2 1 385 78 37 17 49 29 457
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: 66.3
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Splits and Phases: 22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy.

3.2-75
4783
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 22: Carnegie Av. & E. Airport Dr. & Commerce Pkwy. 01/08/2022 Existing (2021) 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) 248 289 2 1 385 78 37 17 18 49 29 457 Future Volume (veh/h) 248 289 2 1 385 78 37 17 18 49 29 457 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 282 328 2 1 438 56 42 19 20 56 33 307 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 334 1387 619 3 687 306 69 300 268 84 631 991 Arrive On Green 0.21 0.41 0.41 0.00 0.20 0.20 0.04 0.18 0.18 0.05 0.18 0.18 Sat Flow, veh/h 1619 3420 1525 1619 3420 1525 1619 1710 1525 1619 3420 2536 Grp Volume(v), veh/h 282 328 2 1 438 56 42 19 20 56 33 307 Grp Sat Flow(s),veh/h/ln 1619 1710 1525 1619 1710 1525 1619 1710 1525 1619 1710 1268 Q Serve(g_s), s 9.5 3.6 0.0 0.0 6.7 1.7 1.4 0.5 0.6 1.9 0.5 4.8 Cycle Q Clear(g_c), s 9.5 3.6 0.0 0.0 6.7 1.7 1.4 0.5 0.6 1.9 0.5 4.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 334 1387 619 3 687 306 69 300 268 84 631 991 V/C Ratio(X) 0.85 0.24 0.00 0.35 0.64 0.18 0.61 0.06 0.07 0.67 0.05 0.31 Avail Cap(c_a), veh/h 809 3272 1459 142 1865 832 182 920 821 262 2009 2012 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 11.1 10.1 28.4 20.8 18.9 26.8 19.5 19.6 26.5 19.1 12.0 Incr Delay (d2), s/veh 2.3 0.1 0.0 25.3 1.0 0.3 3.2 0.1 0.1 3.4 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 3.3 1.1 0.0 0.0 2.4 0.5 0.6 0.2 0.2 0.7 0.2 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.0 11.2 10.1 53.6 21.8 19.1 29.9 19.6 19.7 29.9 19.1 12.2 LnGrp LOS C B B D C B C B B C B B
Approach Vol, veh/h 612 495 81 396
Approach Delay, s/veh 17.1 21.6 25.0 15.3
Approach LOS B C C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.5 15.8 4.7 28.9 7.0 16.3 16.3 17.2 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 3.9 2.6 2.0 5.6 3.4 6.8 11.5 8.7 Green Ext Time (p_c), s 0.0 0.1 0.0 2.1 0.0 1.4 0.3 2.7 Intersection Summary
HCM 6th Ctrl Delay 18.4
HCM 6th LOS B

3.2-76
4784
HCM 6th AWSC California Logistics Center (JN 14274)
26: Carnegie Av. & Santa Ana St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 8
Intersection
Intersection Delay, s/veh 7
Intersection LOS A
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 3 18 54 5 2 30
Future Vol, veh/h 3 18 54 5 2 30
Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79
Heavy Vehicles, % 0 00000
Mvmt Flow 4 23 68 6 3 38
Number of Lanes 2 12012
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 3 2
Conflicting Approach Left NB WB
Conflicting Lanes Left 2 0 3
Conflicting Approach RightSB WB
Conflicting Lanes Right 3 3 0
HCM Control Delay 6.2 7.5 6.7

HCM LOS A A A

Lane NBLn1 NBLn2WBLn1WBLn2WBLn3 SBLn1 SBLn2 SBLn3
Vol Left, % 0% 0% 100% 10% 0% 100% 0% 0%
Vol Thru, % 100% 78% 0% 0% 0% 0% 100% 100%
Vol Right, % 0% 22% 0% 90% 100% 0% 0% 0%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 36 23 2 10 9 2 15 15
LT Vol 00210200
Through Vol 36 18 0 0 0 0 15 15
RT Vol 05099000
Lane Flow Rate 46 29 3 13 11 3 19 19
Geometry Grp 88777888
Degree of Util (X) 0.058 0.036 0.004 0.014 0.007 0.004 0.025 0.016 Departure Headway (Hd) 4.602 4.45 5.187 4.107 2.287 5.15 4.649 2.948 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 780 806 685 863 1531 693 767 1203
Service Time 2.32 2.168 2.952 1.872 0.052 2.894 2.394 0.693 HCM Lane V/C Ratio 0.059 0.036 0.004 0.015 0.007 0.004 0.025 0.016 HCM Control Delay 7.6 7.3 8 6.9 5.1 7.9 7.5 5.7
HCM Lane LOS AAAAAAAA
HCM 95th-tile Q 0.2 0.1 0 0 0 0 0.1 0

3.2-77
4785
HCM 6th AWSC California Logistics Center (JN 14274)
29: Carnegie Av. & La Salle St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 9
Intersection
Intersection Delay, s/veh 7.6
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 18 6 65 41 19 14
Future Vol, veh/h 18 6 65 41 19 14
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles, % 0 00000
Mvmt Flow 19 6 69 44 20 15
Number of Lanes 1 11220
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 RightNB EB
Conflicting Lanes Right 3 0 2
HCM Control Delay 7.9 7.7 7.3

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% 31%
Vol Right, % 0% 0% 0% 0% 100% 0% 69%
Sign Control Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 65 21 21 18 6 13 20
LT Vol 65 0 0 18 0 0 0
Through Vol 0 21 21 0 0 13 6
RT Vol 0 0 0 0 6 0 14
Lane Flow Rate 69 22 22 19 6 13 22
Geometry Grp 8888888
Degree of Util (X) 0.098 0.028 0.018 0.029 0.007 0.018 0.025 Departure Headway (Hd) 5.097 4.597 2.896 5.372 4.172 4.696 4.213 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes
Cap 701 776 1224 670 863 752 836
Service Time 2.843 2.343 0.641 3.072 1.872 2.49 2.007
HCM Lane V/C Ratio 0.098 0.028 0.018 0.028 0.007 0.017 0.026 HCM Control Delay 8.4 7.5 5.7 8.2 6.9 7.6 7.1
HCM Lane LOS AAAAAAA
HCM 95th-tile Q 0.3 0.1 0.1 0.1 0 0.1 0.1

3.2-78
4786
Timings California Logistics Center (JN 14274)
31: Carnegie Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 10
Lane Group EBL EBT WBL WBT WBR NBL NBR SBL SBR
Lane Configurations
Traffic Volume (vph) 81 819 4 599 16 6 2 13 34
Future Volume (vph) 81 819 4 599 16 6 2 13 34
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: 28.7
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 31: Carnegie Av. & Jurupa St.

3.2-79
4787
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 31: Carnegie Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 81 819 18 4 599 16 6 0 2 13 0 34 Future Volume (veh/h) 81 819 18 4 599 16 6 0 2 13 0 34
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 84 853 19 4 624 16 6 0 0 14 0 10
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 587 2573 57 531 1779 784 325 67 57 326 67 57 Arrive On Green 0.52 0.52 0.52 0.52 0.52 0.52 0.04 0.00 0.00 0.04 0.00 0.04 Sat Flow, veh/h 757 4946 110 610 3420 1506 1348 1800 1525 1360 1800 1525 Grp Volume(v), veh/h 84 565 307 4 624 16 6 0 0 14 0 10
Grp Sat Flow(s),veh/h/ln 757 1638 1780 610 1710 1506 1348 1800 1525 1360 1800 1525 Q Serve(g_s), s 1.9 2.6 2.6 0.1 2.8 0.1 0.1 0.0 0.0 0.3 0.0 0.2 Cycle Q Clear(g_c), s 4.7 2.6 2.6 2.7 2.8 0.1 0.1 0.0 0.0 0.3 0.0 0.2 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 587 1704 926 531 1779 784 325 67 57 326 67 57 V/C Ratio(X) 0.14 0.33 0.33 0.01 0.35 0.02 0.02 0.00 0.00 0.04 0.00 0.18 Avail Cap(c_a), veh/h 2307 9146 4970 1915 9548 4206 2146 2499 2118 2100 2417 2048 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 5.1 3.6 3.6 4.4 3.7 3.1 12.2 0.0 0.0 12.3 0.0 12.2 Incr Delay (d2), s/veh 0.1 0.1 0.2 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 5.2 3.8 3.9 4.4 3.8 3.1 12.2 0.0 0.0 12.3 0.0 13.7 LnGrp LOS AAAAAABAABAB
Approach Vol, veh/h 956 644 6 24
Approach Delay, s/veh 3.9 3.8 12.2 12.9
Approach LOS AABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 6.8 19.4 6.8 19.4
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 6.7 2.3 4.8
Green Ext Time (p_c), s 0.0 6.9 0.0 4.4
Intersection Summary
HCM 6th Ctrl Delay 4.0
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-80
4788
HCM 6th AWSC California Logistics Center (JN 14274)
37: Commerce Pkwy. & Santa Ana St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 12
Intersection
Intersection Delay, s/veh 11
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 5 0 20 3 131 3 348 11 44 272 15
Future Vol, veh/h 2 5 0 20 3 131 3 348 11 44 272 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, % 0 00000000000
Mvmt Flow 2 5 0 22 3 142 3 378 12 48 296 16
Number of Lanes 1 20120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3 3 3 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 3 3 3
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 3 3 3 3
HCM Control Delay 9.2 10.3 11.7 10.7

HCM LOS A B B B

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 100% 0% 0% 100% 0% 0% 100% 0% 0% Vol Thru, % 0% 100% 91% 0% 100% 100% 0% 100% 1% 0% 100% 86% Vol Right, % 0% 0% 9% 0% 0% 0% 0% 0% 99% 0% 0% 14%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 3 232 127 2 3 3 20 2 132 44 181 106 LT Vol 3 0 0 2 0 0 20 0 0 44 0 0
Through Vol 0 232 116 0 3 3 0 2 1 0 181 91
RT Vol 0 0 11 0 0 0 0 0 131 0 0 15
Lane Flow Rate 3 252 138 2 3 3 22 2 143 48 197 115
Geometry Grp 888888888888
Degree of Util (X) 0.006 0.409 0.222 0.004 0.005 0.004 0.043 0.004 0.233 0.085 0.323 0.185 Departure Headway (Hd) 6.337 5.837 5.777 7.411 6.911 5.211 7.041 6.541 5.846 6.403 5.903 5.804 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 566 618 623 483 518 685 509 547 614 561 609 619
Service Time 4.066 3.566 3.506 5.157 4.657 2.957 4.777 4.277 3.582 4.132 3.632 3.533 HCM Lane V/C Ratio 0.005 0.408 0.222 0.004 0.006 0.004 0.043 0.004 0.233 0.086 0.323 0.186 HCM Control Delay 9.1 12.6 10.2 10.2 9.7 8 10.1 9.3 10.4 9.7 11.4 9.9 HCM Lane LOS ABBBAABABABA
HCM 95th-tile Q 0 2 0.8 0 0 0 0.1 0 0.9 0.3 1.4 0.7

3.2-81
4789
Timings California Logistics Center (JN 14274)
41: Commerce Pkwy. & Jurupa St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 13
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 88 733 11 569 229 14 41 239 17 35
Future Volume (vph) 88 733 11 569 229 14 41 239 17 35
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: 71.3
Natural Cycle: 85
Control Type: Actuated-Uncoordinated
Splits and Phases: 41: Commerce Pkwy. & Jurupa St.

3.2-82
4790
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 41: Commerce Pkwy. & Jurupa St. 01/08/2022
Existing (2021) 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) 88 733 13 11 569 229 14 41 55 239 17 35 Future Volume (veh/h) 88 733 13 11 569 229 14 41 55 239 17 35 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 92 764 12 11 593 0 15 43 38 249 18 21 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 114 1581 25 23 892 30 142 125 358 474 402
Arrive On Green 0.07 0.32 0.32 0.01 0.26 0.00 0.02 0.16 0.16 0.12 0.26 0.26 Sat Flow, veh/h 1619 4984 78 1619 3420 1525 1619 881 779 2956 1800 1525 Grp Volume(v), veh/h 92 502 274 11 593 0 15 0 81 249 18 21 Grp Sat Flow(s),veh/h/ln 1619 1638 1786 1619 1710 1525 1619 0 1660 1478 1800 1525 Q Serve(g_s), s 3.0 6.6 6.7 0.4 8.3 0.0 0.5 0.0 2.3 4.4 0.4 0.6 Cycle Q Clear(g_c), s 3.0 6.6 6.7 0.4 8.3 0.0 0.5 0.0 2.3 4.4 0.4 0.6 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 114 1039 567 23 892 30 0 267 358 474 402 V/C Ratio(X) 0.81 0.48 0.48 0.48 0.66 0.50 0.00 0.30 0.70 0.04 0.05 Avail Cap(c_a), veh/h 463 2630 1434 193 2174 193 0 1030 956 1445 1225 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 24.6 14.8 14.8 26.3 17.8 0.0 26.2 0.0 19.9 22.7 14.7 14.8 Incr Delay (d2), s/veh 5.0 0.3 0.6 5.8 0.9 0.0 4.6 0.0 0.6 0.9 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 1.2 2.0 2.2 0.2 2.8 0.0 0.2 0.0 0.9 1.3 0.1 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.6 15.2 15.5 32.1 18.6 0.0 30.8 0.0 20.5 23.6 14.8 14.9 LnGrp LOS C B B C B C A C C B B
Approach Vol, veh/h 868 604 A 96 288
Approach Delay, s/veh 16.8 18.9 22.1 22.4
Approach LOS B B C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.1 14.5 5.4 22.9 5.6 20.0 8.4 19.8 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 17.4 * 33 6.4 43.2 6.4 43.2 15.4 34.2 Max Q Clear Time (g_c+I1), s 6.4 4.3 2.4 8.7 2.5 2.6 5.0 10.3 Green Ext Time (p_c), s 0.3 0.4 0.0 5.0 0.0 0.1 0.1 3.7 Intersection Summary
HCM 6th Ctrl Delay 18.6
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.

3.2-83
4791
HCM 6th AWSC California Logistics Center (JN 14274)
45: Doubleday Av. & Santa Ana St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 15
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 6 44 10 7 132 6 18 1 14 2 0 4
Future Vol, veh/h 6 44 10 7 132 6 18 1 14 2 0 4
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, % 0 00000000000
Mvmt Flow 8 55 13 9 165 8 23 1 18 3 0 5
Number of Lanes 1 20120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3 3 3 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 3 3 3
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 3 3 3 3
HCM Control Delay 7.9 8.1 8 7.7

HCM LOS A A A A

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 100% 0% 0% 100% 0% 0% 100% 0% 0% Vol Thru, % 0% 100% 2% 0% 100% 59% 0% 100% 88% 0% 100% 0% Vol Right, % 0% 0% 98% 0% 0% 41% 0% 0% 12% 0% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 18 1 14 6 29 25 7 88 50 2 0 4
LT Vol 18 0 0 6 0 0 7 0 0 2 0 0
Through Vol 0 1 0 0 29 15 0 88 44 0 0 0
RT Vol 0 0 14 0 0 10 0 0 6 0 0 4
Lane Flow Rate 22 1 18 8 37 31 9 110 62 2 0 5
Geometry Grp 888888888888
Degree of Util (X) 0.035 0.001 0.022 0.011 0.051 0.04 0.013 0.146 0.082 0.004 0 0.006 Departure Headway (Hd) 5.653 5.154 4.471 5.477 4.977 4.693 5.291 4.79 4.706 5.726 5.226 4.526 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 635 697 803 656 722 766 681 754 766 627 0 792
Service Time 3.368 2.868 2.186 3.188 2.688 2.404 2.991 2.49 2.406 3.444 2.944 2.244 HCM Lane V/C Ratio 0.035 0.001 0.022 0.012 0.051 0.04 0.013 0.146 0.081 0.003 0 0.006 HCM Control Delay 8.6 7.9 7.3 8.2 8 7.6 8.1 8.3 7.8 8.5 7.9 7.3 HCM Lane LOS AAAAAAAAAANA
HCM 95th-tile Q 0.1 0 0.1 0 0.2 0.1 0 0.5 0.3 0 0 0

3.2-84
4792
HCM 6th AWSC California Logistics Center (JN 14274)
47: Dupont Av. & Santa Ana St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 16
Intersection
Intersection Delay, s/veh 8.5
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 80 24 10 44 12
Future Vol, veh/h 10 34 10 15 90 26 38 80 24 10 44 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, % 0 00000000000
Mvmt Flow 13 43 13 19 113 33 48 100 30 13 55 15
Number of Lanes 1 20120120120
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 3 3 3 3
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 3 3 3 3
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 3 3 3 3
HCM Control Delay 8.4 8.5 8.6 8.4

HCM LOS A A A A

Lane NBLn1 NBLn2 NBLn3 EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBLn1 SBLn2 SBLn3 Vol Left, % 100% 0% 0% 100% 0% 0% 100% 0% 0% 100% 0% 0% Vol Thru, % 0% 100% 53% 0% 100% 53% 0% 100% 54% 0% 100% 55% Vol Right, % 0% 0% 47% 0% 0% 47% 0% 0% 46% 0% 0% 45%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 38 53 51 10 23 21 15 60 56 10 29 27 LT Vol 38 0 0 10 0 0 15 0 0 10 0 0
Through Vol 0 53 27 0 23 11 0 60 30 0 29 15
RT Vol 0 0 24 0 0 10 0 0 26 0 0 12
Lane Flow Rate 48 67 63 12 28 27 19 75 70 12 37 33
Geometry Grp 888888888888
Degree of Util (X) 0.076 0.098 0.087 0.021 0.043 0.038 0.03 0.111 0.097 0.021 0.056 0.048 Departure Headway (Hd) 5.787 5.287 4.955 6.009 5.509 5.181 5.832 5.332 5.007 5.965 5.465 5.15 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 618 677 721 594 648 688 613 671 714 599 653 693
Service Time 3.529 3.029 2.697 3.762 3.262 2.934 3.576 3.076 2.751 3.713 3.213 2.898 HCM Lane V/C Ratio 0.078 0.099 0.087 0.02 0.043 0.039 0.031 0.112 0.098 0.02 0.057 0.048 HCM Control Delay 9 8.6 8.2 8.9 8.5 8.1 8.8 8.7 8.3 8.8 8.5 8.2 HCM Lane LOS AAAAAAAAAAAA
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 0.2

3.2-85
4793
HCM 6th TWSC California Logistics Center (JN 14274)
48: Dupont Av. & Doubleday Av. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 17
Intersection
Int Delay, s/veh 1.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 28 21 102 91 10
Future Vol, veh/h 6 28 21 102 91 10
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 37 28 134 120 13
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 250 67 133 0 - 0
Stage 1 127 -----
Stage 2 123 -----
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 723 989 1464 - - -
Stage 1 891 -----
Stage 2 895 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 709 989 1464 - - -
Mov Cap-2 Maneuver 783 -----
Stage 1 874 -----
Stage 2 895 -----
Approach EB NB SB
HCM Control Delay, s 8.9 1.3 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 1464 - 783 989 - -
HCM Lane V/C Ratio 0.019 - 0.01 0.037 - -
HCM Control Delay (s) 7.5 - 9.6 8.8 - -
HCM Lane LOS A - A A - -
HCM 95th %tile Q(veh) 0.1 - 0 0.1 - -

3.2-86
4794
Timings California Logistics Center (JN 14274)
50: Dupont Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 18
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 46 931 64 718 42 27 47 25
Future Volume (vph) 46 931 64 718 42 27 47 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: 49.8
Natural Cycle: 75
Control Type: Actuated-Uncoordinated
Splits and Phases: 50: Dupont Av. & Jurupa St.

3.2-87
4795
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 50: Dupont Av. & Jurupa St. 01/08/2022
Existing (2021) Conditions - PM Peak Hour Synchro 10 Report Urban Crossroads, Inc. Page 19
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 46 931 13 64 718 54 42 27 110 47 25 37 Future Volume (veh/h) 46 931 13 64 718 54 42 27 110 47 25 37 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 1001 13 69 772 52 45 29 89 51 27 16 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 83 1825 24 104 1779 119 429 368 329 366 461 250 Arrive On Green 0.05 0.37 0.37 0.06 0.38 0.38 0.22 0.22 0.22 0.22 0.22 0.22 Sat Flow, veh/h 1619 4999 65 1619 4699 315 1308 1710 1525 1222 2140 1161 Grp Volume(v), veh/h 49 656 358 69 537 287 45 29 89 51 21 22 Grp Sat Flow(s),veh/h/ln 1619 1638 1788 1619 1638 1739 1308 1710 1525 1222 1710 1591 Q Serve(g_s), s 1.3 7.1 7.1 1.9 5.4 5.5 1.3 0.6 2.2 1.6 0.4 0.5 Cycle Q Clear(g_c), s 1.3 7.1 7.1 1.9 5.4 5.5 1.7 0.6 2.2 3.8 0.4 0.5 Prop In Lane 1.00 0.04 1.00 0.18 1.00 1.00 1.00 0.73
Lane Grp Cap(c), veh/h 83 1196 653 104 1240 658 429 368 329 366 368 343 V/C Ratio(X) 0.59 0.55 0.55 0.66 0.43 0.44 0.10 0.08 0.27 0.14 0.06 0.06 Avail Cap(c_a), veh/h 560 3623 1978 633 3770 2001 1253 1445 1289 1135 1445 1345 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 20.7 11.2 11.2 20.3 10.3 10.3 14.6 13.9 14.5 16.1 13.9 13.9 Incr Delay (d2), s/veh 2.5 0.4 0.7 2.7 0.2 0.5 0.1 0.1 0.4 0.2 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.8 2.1 0.7 1.4 1.5 0.3 0.2 0.6 0.4 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 23.2 11.6 11.9 23.0 10.5 10.7 14.7 14.0 15.0 16.3 13.9 14.0 LnGrp LOS C B B C BBBBBBBB
Approach Vol, veh/h 1063 893 163 94
Approach Delay, s/veh 12.3 11.6 14.7 15.2
Approach LOS BBBB
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 15.0 7.5 22.0 15.0 6.9 22.6
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 4.2 3.9 9.1 5.8 3.3 7.5
Green Ext Time (p_c), s 0.8 0.0 7.2 0.4 0.0 5.6
Intersection Summary
HCM 6th Ctrl Delay 12.3
HCM 6th LOS B

3.2-88
4796
Timings California Logistics Center (JN 14274)
51: Milliken Av. & E. Airport Dr. 01/08/2022
Existing (2021) 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) 224 231 33 86 254 33 943 139 859 111 Future Volume (vph) 224 231 33 86 254 33 943 139 859 111 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: 92.6
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Splits and Phases: 51: Milliken Av. & E. Airport Dr.

3.2-89
4797
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 51: Milliken Av. & E. Airport Dr. 01/08/2022
Existing (2021) 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) 224 231 33 86 254 323 33 943 60 139 859 111 Future Volume (veh/h) 224 231 33 86 254 323 33 943 60 139 859 111 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 226 233 12 87 257 204 33 953 54 140 868 65 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 308 815 364 109 371 284 100 1372 78 173 1779 711 Arrive On Green 0.10 0.24 0.24 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 1845 1411 2956 4754 269 1619 4914 1525 Grp Volume(v), veh/h 226 233 12 87 238 223 33 656 351 140 868 65 Grp Sat Flow(s),veh/h/ln 1478 1710 1525 1619 1710 1546 1478 1638 1747 1619 1638 1525 Q Serve(g_s), s 5.3 3.9 0.4 3.8 9.1 9.6 0.8 12.6 12.7 6.0 9.7 1.7 Cycle Q Clear(g_c), s 5.3 3.9 0.4 3.8 9.1 9.6 0.8 12.6 12.7 6.0 9.7 1.7 Prop In Lane 1.00 1.00 1.00 0.91 1.00 0.15 1.00 1.00
Lane Grp Cap(c), veh/h 308 815 364 109 344 311 100 946 504 173 1779 711 V/C Ratio(X) 0.73 0.29 0.03 0.80 0.69 0.72 0.33 0.69 0.70 0.81 0.49 0.09 Avail Cap(c_a), veh/h 588 2141 955 292 1039 939 208 1543 823 415 3228 1161 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.8 22.1 20.7 32.6 26.3 26.5 33.5 22.4 22.5 31.0 17.5 10.6 Incr Delay (d2), s/veh 1.3 0.2 0.0 5.1 2.5 3.1 0.7 0.9 1.7 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 1.8 1.5 0.1 1.5 3.6 3.4 0.3 4.3 4.7 2.3 3.1 0.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.1 22.3 20.8 37.7 28.8 29.6 34.2 23.4 24.2 34.3 17.7 10.6 LnGrp LOS CCCDCCCCCCBB
Approach Vol, veh/h 471 548 1040 1073
Approach Delay, s/veh 26.9 30.5 24.0 19.5
Approach LOS C C C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.2 26.7 9.4 22.7 7.0 31.9 12.0 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 18.2 33.4 12.8 44.4 5.0 46.6 14.1 43.1 Max Q Clear Time (g_c+I1), s 8.0 14.7 5.8 5.9 2.8 11.7 7.3 11.6 Green Ext Time (p_c), s 0.1 5.7 0.0 1.4 0.0 6.3 0.2 2.7 Intersection Summary
HCM 6th Ctrl Delay 24.0
HCM 6th LOS C

3.2-90
4798
Timings California Logistics Center (JN 14274)
52: Milliken Av. & Jurupa St. 01/08/2022
Existing (2021) 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) 122 754 221 376 561 171 752 352 241 907 59 Future Volume (vph) 122 754 221 376 561 171 752 352 241 907 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: 98.8
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Splits and Phases: 52: Milliken Av. & Jurupa St.

3.2-91
4799
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 52: Milliken Av. & Jurupa St. 01/08/2022
Existing (2021) 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) 122 754 221 376 561 97 171 752 352 241 907 59 Future Volume (veh/h) 122 754 221 376 561 97 171 752 352 241 907 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 127 785 137 392 584 84 178 783 248 251 945 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 187 1155 484 469 1437 204 245 1183 367 322 1312 504 Arrive On Green 0.06 0.24 0.24 0.16 0.33 0.33 0.08 0.24 0.24 0.11 0.27 0.27 Sat Flow, veh/h 2956 4914 1523 2956 4348 617 2956 4914 1525 2956 4914 1525 Grp Volume(v), veh/h 127 785 137 392 438 230 178 783 248 251 945 29 Grp Sat Flow(s),veh/h/ln 1478 1638 1523 1478 1638 1689 1478 1638 1525 1478 1638 1525 Q Serve(g_s), s 3.5 12.0 5.6 10.6 8.5 8.7 4.9 11.9 12.2 6.8 14.4 1.1 Cycle Q Clear(g_c), s 3.5 12.0 5.6 10.6 8.5 8.7 4.9 11.9 12.2 6.8 14.4 1.1 Prop In Lane 1.00 1.00 1.00 0.37 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 187 1155 484 469 1083 558 245 1183 367 322 1312 504 V/C Ratio(X) 0.68 0.68 0.28 0.84 0.40 0.41 0.73 0.66 0.68 0.78 0.72 0.06 Avail Cap(c_a), veh/h 308 1961 735 729 1775 915 400 1854 576 508 2033 728 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.9 28.8 21.1 33.7 21.4 21.5 37.0 28.3 28.5 35.9 27.5 18.9 Incr Delay (d2), s/veh 1.6 0.7 0.3 2.8 0.2 0.5 1.5 0.6 2.2 1.6 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 1.2 4.4 1.9 3.7 3.0 3.2 1.7 4.3 4.3 2.4 5.2 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.5 29.5 21.4 36.5 21.6 21.9 38.5 29.0 30.6 37.4 28.3 18.9 LnGrp LOS DCCDCCDCCDCB
Approach Vol, veh/h 1049 1060 1209 1225
Approach Delay, s/veh 29.7 27.2 30.7 29.9
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.6 26.1 17.7 25.2 11.5 28.3 9.8 33.1 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 14.2 31.2 20.4 33.0 11.2 34.2 8.6 44.8 Max Q Clear Time (g_c+I1), s 8.8 14.2 12.6 14.0 6.9 16.4 5.5 10.7 Green Ext Time (p_c), s 0.2 5.3 0.5 5.2 0.1 5.6 0.1 4.3 Intersection Summary
HCM 6th Ctrl Delay 29.4
HCM 6th LOS C

3.2-92
4800
Timings California Logistics Center (JN 14274)
53: Milliken Av. & Mission Bl. 01/08/2022
Existing (2021) 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 5 135 171 854 242 1246 390 Future Volume (vph) 522 1 16 5 135 171 854 242 1246 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: 103.7
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Splits and Phases: 53: Milliken Av. & Mission Bl.

3.2-93
4801
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 53: Milliken Av. & Mission Bl. 01/08/2022
Existing (2021) 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 5 135 171 854 20 242 1246 390 Future Volume (veh/h) 522 1 81 16 5 135 171 854 20 242 1246 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 0 108 180 899 21 255 1312 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 625 6 455 31 0 333 242 1630 38 321 1753
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 4940 115 2956 4914 1525 Grp Volume(v), veh/h 549 0 79 17 0 108 180 596 324 255 1312 0 Grp Sat Flow(s),veh/h/ln 1478 0 1528 1619 0 1525 1478 1638 1779 1478 1638 1525 Q Serve(g_s), s 16.4 0.0 3.5 0.9 0.0 3.0 5.4 13.6 13.6 7.7 21.3 0.0 Cycle Q Clear(g_c), s 16.4 0.0 3.5 0.9 0.0 3.0 5.4 13.6 13.6 7.7 21.3 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 625 0 461 31 0 333 242 1081 587 321 1753 V/C Ratio(X) 0.88 0.00 0.17 0.55 0.00 0.32 0.74 0.55 0.55 0.79 0.75 Avail Cap(c_a), veh/h 1020 0 630 96 0 386 403 1541 837 533 2528 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 34.8 0.0 23.4 44.2 0.0 37.4 40.8 25.0 25.0 39.5 25.7 0.0 Incr Delay (d2), s/veh 3.0 0.0 0.2 5.5 0.0 0.6 1.7 0.4 0.8 1.7 0.7 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 5.6 0.0 1.2 0.4 0.0 1.1 1.9 4.9 5.3 2.7 7.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.7 0.0 23.6 49.7 0.0 38.0 42.5 25.4 25.8 41.2 26.4 0.0 LnGrp LOS D A C D A DDCCDC
Approach Vol, veh/h 628 125 1100 1567 A
Approach Delay, s/veh 36.0 39.6 28.3 28.8
Approach LOS DDCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 14.5 36.2 6.3 33.9 12.1 38.7 23.8 16.4 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 9.7 15.6 2.9 5.5 7.4 23.3 18.4 5.0 Green Ext Time (p_c), s 0.3 5.7 0.0 0.4 0.1 9.1 0.9 0.1 Intersection Summary
HCM 6th Ctrl Delay 30.4
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.

3.2-94
4802
Timings California Logistics Center (JN 14274)
54: I-15 SB Ramps & Jurupa St. 01/08/2022
Existing (2021) 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) 1222 492 438 642 217 7 423
Future Volume (vph) 1222 492 438 642 217 7 423
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: 80.5
Natural Cycle: 65
Control Type: Actuated-Uncoordinated
Splits and Phases: 54: I-15 SB Ramps & Jurupa St.

3.2-95
4803
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 54: I-15 SB Ramps & Jurupa St. 01/08/2022
Existing (2021) 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 1222 492 438 642 0 0 0 0 217 7 423 Future Volume (veh/h) 0 1222 492 438 642 0 0 0 0 217 7 423 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 1300 330 466 683 0 156 0 419
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 1993 563 567 3146 0 300 0 565
Arrive On Green 0.00 0.37 0.37 0.19 0.64 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 1300 330 466 683 0 156 0 419
Grp Sat Flow(s),veh/h/ln 0 1800 1525 1478 1638 0 1619 0 1525 Q Serve(g_s), s 0.0 12.6 11.0 9.5 3.7 0.0 5.5 0.0 8.2
Cycle Q Clear(g_c), s 0.0 12.6 11.0 9.5 3.7 0.0 5.5 0.0 8.2 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 1993 563 567 3146 0 300 0 565
V/C Ratio(X) 0.00 0.65 0.59 0.82 0.22 0.00 0.52 0.00 0.74 Avail Cap(c_a), veh/h 0 3172 896 845 4681 0 488 0 920
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 16.5 16.0 24.4 4.7 0.0 23.1 0.0 24.2 Incr Delay (d2), s/veh 0.0 0.3 0.7 2.5 0.0 0.0 1.4 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 %ile BackOfQ(50%),veh/ln 0.0 4.3 3.3 3.1 0.7 0.0 2.0 0.0 2.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 16.8 16.7 26.9 4.8 0.0 24.5 0.0 26.2 LnGrp LOS A B B C A A C A C
Approach Vol, veh/h 1630 1149 575
Approach Delay, s/veh 16.8 13.7 25.7
Approach LOS B B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 17.1 29.3 16.7 46.3
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 11.5 14.6 10.2 5.7
Green Ext Time (p_c), s 0.5 8.7 1.5 3.9
Intersection Summary
HCM 6th Ctrl Delay 17.3
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

3.2-96
4804
Timings California Logistics Center (JN 14274)
55: I-15 NB Ramps & Jurupa St. 01/08/2022
Existing (2021) 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) 548 891 976 491 104 1 320
Future Volume (vph) 548 891 976 491 104 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: 66.8
Natural Cycle: 55
Control Type: Actuated-Uncoordinated
Splits and Phases: 55: I-15 NB Ramps & Jurupa St.

3.2-97
4805
HCM 6th Signalized Intersection Summary California Logistics Center (JN 14274) 55: I-15 NB Ramps & Jurupa St. 01/08/2022
Existing (2021) 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) 548 891 0 0 976 491 104 1 320 0 0 0 Future Volume (veh/h) 548 891 0 0 976 491 104 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 565 919 0 0 1006 375 72 0 251
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 692 3364 0 0 1800 559 208 0 392
Arrive On Green 0.23 0.68 0.00 0.00 0.37 0.37 0.13 0.00 0.13 Sat Flow, veh/h 2956 5076 0 0 5076 1525 1619 0 3051
Grp Volume(v), veh/h 565 919 0 0 1006 375 72 0 251
Grp Sat Flow(s),veh/h/ln 1478 1638 0 0 1638 1525 1619 0 1525 Q Serve(g_s), s 9.9 4.0 0.0 0.0 8.9 11.3 2.2 0.0 4.3
Cycle Q Clear(g_c), s 9.9 4.0 0.0 0.0 8.9 11.3 2.2 0.0 4.3 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 692 3364 0 0 1800 559 208 0 392
V/C Ratio(X) 0.82 0.27 0.00 0.00 0.56 0.67 0.35 0.00 0.64 Avail Cap(c_a), veh/h 1268 5754 0 0 3233 1004 472 0 889 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 19.8 3.3 0.0 0.0 13.8 14.5 21.7 0.0 22.6 Incr Delay (d2), s/veh 0.9 0.0 0.0 0.0 0.2 1.0 1.0 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 %ile BackOfQ(50%),veh/ln 2.9 0.5 0.0 0.0 2.6 3.2 0.8 0.0 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.7 3.4 0.0 0.0 14.0 15.6 22.7 0.0 24.3 LnGrp LOS C AAABBCAC
Approach Vol, veh/h 1484 1381 323
Approach Delay, s/veh 10.0 14.4 24.0
Approach LOS A B C
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 42.5 17.4 25.1 12.1
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 6.0 11.9 13.3 6.3
Green Ext Time (p_c), s 5.6 0.9 6.7 0.8
Intersection Summary
HCM 6th Ctrl Delay 13.3
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

3.2-98
4806
California Logistics Center Traffic Analysis
14274-03 TA Report
APPENDIX 3.3:

EXISTING (2021) CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS 4807
California Logistics Center Traffic Analysis
14274-03 TA Report
This Page Intentionally Left Blank
4808
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 = Existing (2021) Conditions - Weekday PM Peak Hour Major Street Name = Carnegie Avenue Total of Both Approaches (VPH) = 91 Number of Approach Lanes Major Street = 2
Minor Street Name = Driveway 15/Santa Ana St High Volume Approach (VPH) = 21 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

3.3-1
4809
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 = Existing (2021) Conditions - Weekday PM Peak Hour Major Street Name = Carnegie Avenue Total of Both Approaches (VPH) = 139 Number of Approach Lanes Major Street = 2
Minor Street Name = La Salle Street High Volume Approach (VPH) = 24 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)

3.3-2
4810
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 = Existing (2021) Conditions - Weekday PM Peak Hour Major Street Name = Commerce Parkway Total of Both Approaches (VPH) = 693 Number of Approach Lanes Major Street = 2
Minor Street Name = Santa Ana Street High Volume Approach (VPH) = 154 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 693 154
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

3.3-3
4811
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = Existing (2021) Conditions - Weekday PM Peak Hour Major Street Name = Santa Ana Street Total of Both Approaches (VPH) = 205 Number of Approach Lanes on Major Street = 2
Minor Street Name = Double Day Avenue High Volume Approach (VPH) = 33 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

3.3-4
4812
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = Existing (2021) Conditions - Weekday PM Peak Hour Major Street Name = Dupont Avenue Total of Both Approaches (VPH) = 208 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

3.3-5
4813
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-3. Warrant 3, Peak Hour
Traffic Conditions = Existing (2021) Conditions - Weekday PM Peak Hour Major Street Name = Dupont Avenue Total of Both Approaches (VPH) = 225 Number of Approach Lanes on Major Street = 2
Minor Street Name = Double Day Avenue High Volume Approach (VPH) = 34 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

3.3-6
4814
California Logistics Center Traffic Analysis
14274-03 TA Report
APPENDIX 4.1:

DETAILED TRIP GENERATION SUMMARY BY BUILDING
4815
California Logistics Center Traffic Analysis
14274-03 TA Report
This Page Intentionally Left Blank
4816
Table 4A‐0

Page 1 of 10 ends

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

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 3,640.083 TSF Passenger Cars: 383 91 473 215 331 546 5,756
2‐axle Trucks: 8 5 13 1 1 7 144
3‐axle Trucks: 8 8 15 1 1 8 178
4+‐axle Trucks: 23 23 47 10 12 23 526
Total Truck Trips (Actual Vehicles): 39 36 75 12 14 26 848 Total Trips (Actual Vehicles)2 422 127 548 227 345 572 6,604 High‐Cube Cold Storage (15%) 642.368 TSF
Passenger Cars: 40 11 51 16 42 58 1,072
2‐axle Trucks: 0 5 5 1 1 2 170
3‐axle Trucks: 0 0 0 0 0 0 58
4+‐axle Trucks: 1 8 9 6 6 12 76
Total Truck Trips (Actual Vehicles): 1 13 14 7 7 14 304 Total Trips (Actual Vehicles)2 41 24 65 23 49 72 1,376
423 102 524 231 373 604 6,828
40 49 89 19 21 40 1,152
463 151 613 250 394 644 7,980
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 3,640.083 TSF Passenger Cars: 383 91 473 215 331 546 5,756
2‐axle Trucks: 10 8 18 6 1 9 214
3‐axle Trucks: 18 18 38 9 9 18 438
4+‐axle Trucks: 66 70 139 33 36 69 1,576
Total Truck Trips (PCE): 94 96 190 48 46 94 2,228
Total Trips (PCE)2 477 187 663 263 377 640 7,984
High‐Cube Cold Storage (15%) 642.368 TSF
Passenger Cars: 40 11 51 16 42 58 1,072
2‐axle Trucks: 1 8 9 5 6 11 256
3‐axle Trucks: 0 1 1 1 0 1 114
4+‐axle Trucks: 9 23 32 16 16 32 220
Total Truck Trips (PCE): 10 32 42 22 22 44 590
Total Trips (PCE)2 50 43 93 38 64 102 1,662
423 102 524 231 373 604 6,828
104 128 232 70 68 138 2,818
527 230 756 301 441 742 9,646 1
TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (All Buildings)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Buildings 1‐9 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Buildings 1‐9 Total Trips (PCE)2

4.1-1
4817
Table 4A‐1

Page 2 of 10 ends

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

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 306.561 TSF Passenger Cars: 32 8 40 18 28 46 484
2‐axle Trucks: 1 0 1 0 0 1 12
3‐axle Trucks: 1 1 1 0 0 1 16
4+‐axle Trucks: 2 2 4 1 1 2 44
Total Truck Trips (Actual Vehicles): 4 3 7 1 1 2 72
Total Trips (Actual Vehicles)2 36 11 47 19 29 48 556
High‐Cube Cold Storage (15%) 54.099 TSF
Passenger Cars: 3 1 4 1 4 5 90
2‐axle Trucks: 0 0 0 0 0 0 14
3‐axle Trucks: 0 0 0 0 0 0 4
4+‐axle Trucks: 0 1 1 0 0 0 6
Total Truck Trips (Actual Vehicles): 0 1 1 0 0 0 24
Total Trips (Actual Vehicles)2 3 2 5 1 4 5 114
35 9 44 19 32 51 574
4 4 8 1 1 2 96
39 13 52 20 33 53 670
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 306.561 TSF Passenger Cars: 32 8 40 18 28 46 484
2‐axle Trucks: 1 1 2 0 0 1 18
3‐axle Trucks: 2 2 3 1 1 2 36
4+‐axle Trucks: 6 6 12 3 3 6 132
Total Truck Trips (PCE): 9 9 18 4 4 8 186
Total Trips (PCE)2 41 17 58 22 32 54 670
High‐Cube Cold Storage (15%) 54.099 TSF
Passenger Cars: 3 1 4 1 4 5 90
2‐axle Trucks: 0 1 1 0 0 0 22
3‐axle Trucks: 0 0 0 0 0 0 10
4+‐axle Trucks: 1 2 3 1 1 2 18
Total Truck Trips (PCE): 1 3 4 1 1 2 50
Total Trips (PCE)2 4 4 8 2 5 7 140
35 9 44 19 32 51 574
10 12 22 5 5 10 236
45 21 66 24 37 61 810 1
TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 1)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 1 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 1 Total Trips (PCE)2

4.1-2
4818
Table 4A‐2

Page 3 of 10 ends

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

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 788.265 TSF Passenger Cars: 83 20 102 47 72 118 1,246
2‐axle Trucks: 2 1 3 1 1 1 30
3‐axle Trucks: 2 2 3 1 1 2 38
4+‐axle Trucks: 5 5 10 2 3 5 114
Total Truck Trips (Actual Vehicles): 9 8 17 4 5 9 182
Total Trips (Actual Vehicles)2 92 28 119 51 77 127 1,428 High‐Cube Cold Storage (15%) 139.106 TSF
Passenger Cars: 9 3 12 3 9 12 232
2‐axle Trucks: 0 1 1 1 1 2 36
3‐axle Trucks: 0 0 0 0 0 0 12
4+‐axle Trucks: 1 2 3 1 1 2 16
Total Truck Trips (Actual Vehicles): 1 3 4 2 2 4 64
Total Trips (Actual Vehicles)2 10 6 16 5 11 16 296
92 23 114 50 81 130 1,478
10 11 21 6 7 13 246
102 34 135 56 88 143 1,724
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 788.265 TSF Passenger Cars: 83 20 102 47 72 118 1,246
2‐axle Trucks: 2 2 4 1 1 2 46
3‐axle Trucks: 4 4 8 2 2 4 94
4+‐axle Trucks: 14 15 30 7 8 15 340
Total Truck Trips (PCE): 20 21 41 10 11 21 480
Total Trips (PCE)2 103 41 143 57 83 139 1,726
High‐Cube Cold Storage (15%) 139.106 TSF
Passenger Cars: 9 3 12 3 9 12 232
2‐axle Trucks: 1 2 3 1 1 2 54
3‐axle Trucks: 0 1 1 1 0 1 24
4+‐axle Trucks: 2 5 7 3 3 6 48
Total Truck Trips (PCE): 3 8 11 5 4 9 126
Total Trips (PCE)2 12 11 23 8 13 21 358
92 23 114 50 81 130 1,478
23 29 52 15 15 30 606
115 52 166 65 96 160 2,084 1
TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips.

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

4.1-3
4819
Table 4A‐3

Page 4 of 10 ends

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

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 466.421 TSF Passenger Cars: 49 12 61 28 42 70 738
2‐axle Trucks: 1 1 2 0 0 1 18
3‐axle Trucks: 1 1 2 0 0 1 22
4+‐axle Trucks: 3 3 6 1 2 3 68
Total Truck Trips (Actual Vehicles): 5 5 10 1 2 3 108
Total Trips (Actual Vehicles)2 54 17 71 29 44 73 846
High‐Cube Cold Storage (15%) 82.310 TSF
Passenger Cars: 5 1 6 2 5 7 138
2‐axle Trucks: 0 1 1 0 0 0 22
3‐axle Trucks: 0 0 0 0 0 0 8
4+‐axle Trucks: 0 1 1 1 1 2 10
Total Truck Trips (Actual Vehicles): 0 2 2 1 1 2 40
Total Trips (Actual Vehicles)2 5 3 8 3 6 9 178
54 13 67 30 47 77 876
5 7 12 2 3 5 148
59 20 79 32 50 82 1,024
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 466.421 TSF Passenger Cars: 49 12 61 28 42 70 738
2‐axle Trucks: 1 1 2 1 0 1 28
3‐axle Trucks: 2 2 5 1 1 2 56
4+‐axle Trucks: 8 9 18 4 5 9 202
Total Truck Trips (PCE): 11 12 23 6 6 12 286
Total Trips (PCE)2 60 24 84 34 48 82 1,024
High‐Cube Cold Storage (15%) 82.310 TSF
Passenger Cars: 5 1 6 2 5 7 138
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 28
Total Truck Trips (PCE): 1 4 5 3 3 6 74
Total Trips (PCE)2 6 5 11 5 8 13 212
54 13 67 30 47 77 876
12 16 28 9 9 18 360
66 29 95 39 56 95 1,236 1
TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 3)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 3 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 3 Total Trips (PCE)2

4.1-4
4820
Table 4A‐4

Page 5 of 10 ends

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

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 225.420 TSF Passenger Cars: 24 6 29 13 21 34 356
2‐axle Trucks: 0 0 1 0 0 0 10
3‐axle Trucks: 0 0 1 0 0 0 12
4+‐axle Trucks: 1 1 3 1 1 1 32
Total Truck Trips (Actual Vehicles): 1 1 2 1 1 2 54
Total Trips (Actual Vehicles)2 25 7 31 14 22 36 410
High‐Cube Cold Storage (15%) 39.780 TSF
Passenger Cars: 2 1 3 1 3 4 66
2‐axle Trucks: 0 0 0 0 0 0 10
3‐axle Trucks: 0 0 0 0 0 0 4
4+‐axle Trucks: 0 0 0 0 0 0 4
Total Truck Trips (Actual Vehicles): 0 0 0 0 0 0 18
Total Trips (Actual Vehicles)2 2 1 3 1 3 4 84
26 7 32 14 24 38 422
1 1 2 1 1 2 72
27 8 34 15 25 40 494
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 225.420 TSF Passenger Cars: 24 6 29 13 21 34 356
2‐axle Trucks: 1 0 1 0 0 1 14
3‐axle Trucks: 1 1 2 1 1 1 28
4+‐axle Trucks: 4 4 8 2 2 4 98
Total Truck Trips (PCE): 6 5 11 3 3 6 140
Total Trips (PCE)2 30 11 40 16 24 40 496
High‐Cube Cold Storage (15%) 39.780 TSF
Passenger Cars: 2 1 3 1 3 4 66
2‐axle Trucks: 0 0 0 0 0 0 16
3‐axle Trucks: 0 0 0 0 0 0 8
4+‐axle Trucks: 1 1 2 1 1 2 14
Total Truck Trips (PCE): 1 1 2 1 1 2 38
Total Trips (PCE)2 3 2 5 2 4 6 104
26 7 32 14 24 38 422
7 6 13 4 4 8 178
33 13 45 18 28 46 600 1
TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 4)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 4 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 4 Total Trips (PCE)2

4.1-5
4821
Table 4A‐5

Page 6 of 10 ends

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

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 361.743 TSF Passenger Cars: 38 9 47 21 33 54 572
2‐axle Trucks: 1 0 1 0 0 1 14
3‐axle Trucks: 1 1 1 0 0 1 18
4+‐axle Trucks: 2 2 5 1 1 2 52
Total Truck Trips (Actual Vehicles): 4 3 7 1 1 2 84
Total Trips (Actual Vehicles)2 42 12 54 22 34 56 656
High‐Cube Cold Storage (15%) 63.837 TSF
Passenger Cars: 4 1 5 2 4 6 106
2‐axle Trucks: 0 0 0 0 0 0 18
3‐axle Trucks: 0 0 0 0 0 0 6
4+‐axle Trucks: 0 1 1 1 1 2 8
Total Truck Trips (Actual Vehicles): 0 1 1 1 1 2 32
Total Trips (Actual Vehicles)2 4 2 6 3 5 8 138
42 10 52 23 37 60 678
4 4 8 2 2 4 116
46 14 60 25 39 64 794
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 361.743 TSF Passenger Cars: 38 9 47 21 33 54 572
2‐axle Trucks: 1 1 2 1 0 1 22
3‐axle Trucks: 2 2 4 1 1 2 44
4+‐axle Trucks: 7 7 14 3 4 7 156
Total Truck Trips (PCE): 10 10 20 5 5 10 222
Total Trips (PCE)2 48 19 67 26 38 64 794
High‐Cube Cold Storage (15%) 63.837 TSF
Passenger Cars: 4 1 5 2 4 6 106
2‐axle Trucks: 0 1 1 0 1 1 26
3‐axle Trucks: 0 0 0 0 0 0 12
4+‐axle Trucks: 1 2 3 2 2 4 22
Total Truck Trips (PCE): 1 3 4 2 3 5 60
Total Trips (PCE)2 5 4 9 4 7 11 166
42 10 52 23 37 60 678
11 13 24 7 8 15 282
53 23 76 30 45 75 960 1
TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 5)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 5 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 5 Total Trips (PCE)2

4.1-6
4822
Table 4A‐6

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

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 418.319 TSF Passenger Cars: 44 10 54 25 38 63 662
2‐axle Trucks: 1 1 1 0 0 1 16
3‐axle Trucks: 1 1 2 0 0 1 20
4+‐axle Trucks: 3 3 5 1 1 3 60
Total Truck Trips (Actual Vehicles): 5 5 10 1 1 2 96
Total Trips (Actual Vehicles)2 49 15 64 26 39 65 758
High‐Cube Cold Storage (15%) 73.821 TSF
Passenger Cars: 5 1 6 2 5 7 124
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 8
Total Truck Trips (Actual Vehicles): 0 2 2 1 1 2 34
Total Trips (Actual Vehicles)2 5 3 8 3 6 9 158
49 11 60 27 43 70 786
5 7 12 2 2 4 130
54 18 72 29 45 74 916
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 418.319 TSF Passenger Cars: 44 10 54 25 38 63 662
2‐axle Trucks: 1 1 2 1 0 1 24
3‐axle Trucks: 2 2 4 1 1 2 50
4+‐axle Trucks: 8 8 16 4 4 8 182
Total Truck Trips (PCE): 11 11 22 6 5 11 256
Total Trips (PCE)2 55 21 76 31 43 74 918
High‐Cube Cold Storage (15%) 73.821 TSF
Passenger Cars: 5 1 6 2 5 7 124
2‐axle Trucks: 0 1 1 1 1 2 30
3‐axle Trucks: 0 0 0 0 0 0 12
4+‐axle Trucks: 1 3 4 2 2 4 26
Total Truck Trips (PCE): 1 4 5 3 3 6 68
Total Trips (PCE)2 6 5 11 5 8 13 192
49 11 60 27 43 70 786
12 15 27 9 8 17 324
61 26 87 36 51 87 1,110 1
TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 6)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 6 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 6 Total Trips (PCE)2

4.1-7
4823
Table 4A‐7

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

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 174.675 TSF Passenger Cars: 18 4 23 10 16 26 276
2‐axle Trucks: 0 0 1 0 0 0 8
3‐axle Trucks: 0 0 1 0 0 0 8
4+‐axle Trucks: 1 1 2 1 1 1 26
Total Truck Trips (Actual Vehicles): 1 1 2 1 1 2 42
Total Trips (Actual Vehicles)2 19 5 25 11 17 28 318
High‐Cube Cold Storage (15%) 30.825 TSF
Passenger Cars: 2 1 3 1 2 3 52
2‐axle Trucks: 0 0 0 0 0 0 8
3‐axle Trucks: 0 0 0 0 0 0 4
4+‐axle Trucks: 0 0 0 0 0 0 4
Total Truck Trips (Actual Vehicles): 0 0 0 0 0 0 16
Total Trips (Actual Vehicles)2 2 1 3 1 2 3 68
20 5 26 11 18 29 328
1 1 2 1 1 2 58
21 6 28 12 19 31 386
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 174.675 TSF Passenger Cars: 18 4 23 10 16 26 276
2‐axle Trucks: 1 0 1 0 0 0 10
3‐axle Trucks: 1 1 2 0 0 1 22
4+‐axle Trucks: 3 3 7 2 2 3 76
Total Truck Trips (PCE): 5 4 9 2 2 4 108
Total Trips (PCE)2 23 8 32 12 18 30 384
High‐Cube Cold Storage (15%) 30.825 TSF
Passenger Cars: 2 1 3 1 2 3 52
2‐axle Trucks: 0 0 0 0 0 0 12
3‐axle Trucks: 0 0 0 0 0 0 6
4+‐axle Trucks: 0 1 1 1 1 2 10
Total Truck Trips (PCE): 0 1 1 1 1 2 28
Total Trips (PCE)2 2 2 4 2 3 5 80
20 5 26 11 18 29 328
5 5 10 3 3 6 136
25 10 36 14 21 35 464 1
TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 7)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 7 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 7 Total Trips (PCE)2

4.1-8
4824
Table 4A‐8

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

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 455.048 TSF Passenger Cars: 48 11 59 27 41 68 720
2‐axle Trucks: 1 1 2 0 0 1 18
3‐axle Trucks: 1 1 2 0 0 1 22
4+‐axle Trucks: 3 3 6 1 1 3 66
Total Truck Trips (Actual Vehicles): 5 5 10 1 1 2 106
Total Trips (Actual Vehicles)2 53 16 69 28 42 70 826
High‐Cube Cold Storage (15%) 80.303 TSF
Passenger Cars: 5 1 6 2 5 7 134
2‐axle Trucks: 0 1 1 0 0 0 22
3‐axle Trucks: 0 0 0 0 0 0 8
4+‐axle Trucks: 0 1 1 1 1 2 10
Total Truck Trips (Actual Vehicles): 0 2 2 1 1 2 40
Total Trips (Actual Vehicles)2 5 3 8 3 6 9 174
53 12 65 29 46 75 854
5 7 12 2 2 4 146
58 19 77 31 48 79 1,000
Passenger Car Equivalent (PCE):

High‐Cube Fulfillment (Non‐Sort Facility) (85%) 455.048 TSF Passenger Cars: 48 11 59 27 41 68 720
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 9 198
Total Truck Trips (PCE): 11 12 23 6 5 11 278
Total Trips (PCE)2 59 23 82 33 46 79 998
High‐Cube Cold Storage (15%) 80.303 TSF
Passenger Cars: 5 1 6 2 5 7 134
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 28
Total Truck Trips (PCE): 1 4 5 3 3 6 74
Total Trips (PCE)2 6 5 11 5 8 13 208
53 12 65 29 46 75 854
12 16 28 9 8 17 352
65 28 93 38 54 92 1,206 1
TSF = thousand square feet 2 Total Trips = Passenger Cars + Truck Trips.

Project Trip Generation Summary (Building 8)
AM Peak Hour PM Peak Hour
Passenger Car Total
Truck Total (Actual Vehicles)
Building 8 Total Trips (Actual Vehicles)2
Passenger Car Total
Truck Total (PCE)
Building 8 Total Trips (PCE)2

4.1-9
4825
Table 4A‐9

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Ontario City CouncilMarch 21, 2023

Ontario City Council
March 21, 2023