Agenda — Desert Hot Springs City Council, April 21, 2026 (part 9 of 19)

File Name : 01_DHS_GA10EAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Gene Autry Trail
E/W: I-10 Eastbound Ramps
Weather: Clear
Gene Autry Trail
I-10 Eastbound Off Ramp
I-10 Eastbound On Ramp
Gene Autry Trail
Right
4 Thru
3 Left
0 Out In Total
9 7 16
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
1 Right
0 Out In Total
12 1 13
Left
8 Thru
0 Right
9 Total Out In
4 17 21
Peak Hour Begins at 07:00 AM
4+ Axle Trucks
Peak Hour Data
North
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 1 0 1 0 0 0 0 0 0 0 0 2 0 3 5
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 1 0 3 4
+30 mins. 0 1 1 2 0 0 0 0 0 0 0 0 4 0 1 5
+45 mins. 0 0 3 3 0 0 0 0 0 1 0 1 1 0 2 3
Total Volume 0 3 4 7 0 0 0 0 0 1 0 1 8 0 9 17
% App. Total 0 42.9 57.1 0 0 0 0 100 0 47.1 0 52.9
PHF .000 .750 .333 .583 .000 .000 .000 .000 .000 .250 .000 .250 .500 .000 .750 .850 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-10
Item Number: 1.

Page 1176 of 2902 ends

File Name : 01_DHS_GA10EPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Gene Autry Trail
E/W: I-10 Eastbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Gene Autry Trail
Southbound
I-10 Eastbound On Ramp
Westbound
Gene Autry Trail
Northbound
I-10 Eastbound Off Ramp
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 04:00 PM 0 194 122 316 0 0 0 0 0 304 50 354 13 0 32 45 715 04:15 PM 0 206 158 364 0 0 0 0 0 353 53 406 9 0 48 57 827 04:30 PM 0 169 113 282 0 0 0 0 0 297 63 360 15 0 44 59 701 04:45 PM 0 169 147 316 0 0 0 0 0 296 44 340 20 0 34 54 710 Total 0 738 540 1278 0 0 0 0 0 1250 210 1460 57 0 158 215 2953 05:00 PM 0 179 117 296 0 0 0 0 0 304 54 358 13 0 54 67 721 05:15 PM 0 142 123 265 0 0 0 0 0 319 66 385 13 0 34 47 697 05:30 PM 0 153 115 268 0 0 0 0 0 276 64 340 12 0 35 47 655 05:45 PM 0 133 120 253 0 0 0 0 0 246 58 304 11 0 32 43 600 Total 0 607 475 1082 0 0 0 0 0 1145 242 1387 49 0 155 204 2673 Grand Total 0 1345 1015 2360 0 0 0 0 0 2395 452 2847 106 0 313 419 5626 Apprch % 0 57 43 0 0 0 0 84.1 15.9 25.3 0 74.7
Total % 0 23.9 18 41.9 0 0 0 0 0 42.6 8 50.6 1.9 0 5.6 7.4 Passenger Vehicles 0 1304 997 2301 0 0 0 0 0 2348 446 2794 82 0 300 382 5477 % Passenger Vehicles 0 97 98.2 97.5 0 0 0 0 0 98 98.7 98.1 77.4 0 95.8 91.2 97.4 Large 2 Axle Vehicles 0 35 7 42 0 0 0 0 0 38 5 43 7 0 7 14 99 % Large 2 Axle Vehicles 0 2.6 0.7 1.8 0 0 0 0 0 1.6 1.1 1.5 6.6 0 2.2 3.3 1.8 3 Axle Vehicles 0 6 4 10 0 0 0 0 0 4 0 4 5 0 1 6 20
% 3 Axle Vehicles 0 0.4 0.4 0.4 0 0 0 0 0 0.2 0 0.1 4.7 0 0.3 1.4 0.4 4+ Axle Trucks 0 0 7 7 0 0 0 0 0 5 1 6 12 0 5 17 30
% 4+ Axle Trucks 0 0 0.7 0.3 0 0 0 0 0 0.2 0.2 0.2 11.3 0 1.6 4.1 0.5 Gene Autry Trail
Southbound
I-10 Eastbound On Ramp
Westbound
Gene Autry Trail
Northbound
I-10 Eastbound Off Ramp
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 04:15 PM
04:15 PM 0 206 158 364 0 0 0 0 0 353 53 406 9 0 48 57 827 04:30 PM 0 169 113 282 0 0 0 0 0 297 63 360 15 0 44 59 701 04:45 PM 0 169 147 316 0 0 0 0 0 296 44 340 20 0 34 54 710 05:00 PM 0 179 117 296 0 0 0 0 0 304 54 358 13 0 54 67 721 Total Volume 0 723 535 1258 0 0 0 0 0 1250 214 1464 57 0 180 237 2959 % App. Total 0 57.5 42.5 0 0 0 0 85.4 14.6 24.1 0 75.9
PHF .000 .877 .847 .864 .000 .000 .000 .000 .000 .885 .849 .901 .713 .000 .833 .884 .894 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-11
Item Number: 1.

Page 1177 of 2902 ends

File Name : 01_DHS_GA10EPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Gene Autry Trail
E/W: I-10 Eastbound Ramps
Weather: Clear
Gene Autry Trail
I-10 Eastbound Off Ramp
I-10 Eastbound On Ramp
Gene Autry Trail
Right
535
Thru
723
Left
0 Out In Total
1307 1258 2565
Right
0 Thru
0 Left
0 Out Total In
214 0 214
Left
0 Thru
1250
Right
214
Out In Total
903 1464 2367
Left
57 Thru
0 Right
180
Total Out In
535 237 772
Peak Hour Begins at 04:15 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
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. 0 194 122 316 0 0 0 0 0 353 53 406 9 0 48 57
+15 mins. 0 206 158 364 0 0 0 0 0 297 63 360 15 0 44 59 +30 mins. 0 169 113 282 0 0 0 0 0 296 44 340 20 0 34 54 +45 mins. 0 169 147 316 0 0 0 0 0 304 54 358 13 0 54 67 Total Volume 0 738 540 1278 0 0 0 0 0 1250 214 1464 57 0 180 237 % App. Total 0 57.7 42.3 0 0 0 0 85.4 14.6 24.1 0 75.9
PHF .000 .896 .854 .878 .000 .000 .000 .000 .000 .885 .849 .901 .713 .000 .833 .884 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-12
Item Number: 1.

Page 1178 of 2902 ends

File Name : 01_DHS_GA10EPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Gene Autry Trail
E/W: I-10 Eastbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Gene Autry Trail
Southbound
I-10 Eastbound On Ramp
Westbound
Gene Autry Trail
Northbound
I-10 Eastbound Off Ramp
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 04:00 PM 0 186 119 305 0 0 0 0 0 295 50 345 8 0 27 35 685 04:15 PM 0 195 152 347 0 0 0 0 0 344 51 395 7 0 46 53 795 04:30 PM 0 163 109 272 0 0 0 0 0 288 61 349 13 0 43 56 677 04:45 PM 0 165 145 310 0 0 0 0 0 290 42 332 13 0 32 45 687 Total 0 709 525 1234 0 0 0 0 0 1217 204 1421 41 0 148 189 2844 05:00 PM 0 173 116 289 0 0 0 0 0 297 54 351 8 0 53 61 701 05:15 PM 0 137 121 258 0 0 0 0 0 313 66 379 10 0 32 42 679 05:30 PM 0 153 115 268 0 0 0 0 0 276 64 340 12 0 35 47 655 05:45 PM 0 132 120 252 0 0 0 0 0 245 58 303 11 0 32 43 598 Total 0 595 472 1067 0 0 0 0 0 1131 242 1373 41 0 152 193 2633 Grand Total 0 1304 997 2301 0 0 0 0 0 2348 446 2794 82 0 300 382 5477 Apprch % 0 56.7 43.3 0 0 0 0 84 16 21.5 0 78.5
Total % 0 23.8 18.2 42 0 0 0 0 0 42.9 8.1 51 1.5 0 5.5 7 Gene Autry Trail
Southbound
I-10 Eastbound On Ramp
Westbound
Gene Autry Trail
Northbound
I-10 Eastbound Off Ramp
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 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 195 152 347 0 0 0 0 0 344 51 395 7 0 46 53 795 04:30 PM 0 163 109 272 0 0 0 0 0 288 61 349 13 0 43 56 677 04:45 PM 0 165 145 310 0 0 0 0 0 290 42 332 13 0 32 45 687 05:00 PM 0 173 116 289 0 0 0 0 0 297 54 351 8 0 53 61 701 Total Volume 0 696 522 1218 0 0 0 0 0 1219 208 1427 41 0 174 215 2860 % App. Total 0 57.1 42.9 0 0 0 0 85.4 14.6 19.1 0 80.9
PHF .000 .892 .859 .878 .000 .000 .000 .000 .000 .886 .852 .903 .788 .000 .821 .881 .899 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-13
Item Number: 1.

Page 1179 of 2902 ends

File Name : 01_DHS_GA10EPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Gene Autry Trail
E/W: I-10 Eastbound Ramps
Weather: Clear
Gene Autry Trail
I-10 Eastbound Off Ramp
I-10 Eastbound On Ramp
Gene Autry Trail
Right
522
Thru
696
Left
0 Out In Total
1260 1218 2478
Right
0 Thru
0 Left
0 Out Total In
208 0 208
Left
0 Thru
1219
Right
208
Out In Total
870 1427 2297
Left
41 Thru
0 Right
174
Total Out In
522 215 737
Peak Hour Begins at 04:15 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:15 PM 04:15 PM
+0 mins. 0 195 152 347 0 0 0 0 0 344 51 395 7 0 46 53
+15 mins. 0 163 109 272 0 0 0 0 0 288 61 349 13 0 43 56 +30 mins. 0 165 145 310 0 0 0 0 0 290 42 332 13 0 32 45 +45 mins. 0 173 116 289 0 0 0 0 0 297 54 351 8 0 53 61
Total Volume 0 696 522 1218 0 0 0 0 0 1219 208 1427 41 0 174 215 % App. Total 0 57.1 42.9 0 0 0 0 85.4 14.6 19.1 0 80.9
PHF .000 .892 .859 .878 .000 .000 .000 .000 .000 .886 .852 .903 .788 .000 .821 .881 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-14
Item Number: 1.

Page 1180 of 2902 ends

File Name : 01_DHS_GA10EPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Gene Autry Trail
E/W: I-10 Eastbound Ramps
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Gene Autry Trail
Southbound
I-10 Eastbound On Ramp
Westbound
Gene Autry Trail
Northbound
I-10 Eastbound Off Ramp
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 04:00 PM 0 7 2 9 0 0 0 0 0 6 0 6 3 0 3 6 21
04:15 PM 0 10 2 12 0 0 0 0 0 8 1 9 1 0 1 2 23
04:30 PM 0 5 1 6 0 0 0 0 0 9 2 11 1 0 1 2 19
04:45 PM 0 3 2 5 0 0 0 0 0 5 2 7 1 0 1 2 14
Total 0 25 7 32 0 0 0 0 0 28 5 33 6 0 6 12 77
05:00 PM 0 5 0 5 0 0 0 0 0 6 0 6 0 0 0 0 11
05:15 PM 0 5 0 5 0 0 0 0 0 4 0 4 1 0 1 2 11
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 10 0 10 0 0 0 0 0 10 0 10 1 0 1 2 22
Grand Total 0 35 7 42 0 0 0 0 0 38 5 43 7 0 7 14 99
Apprch % 0 83.3 16.7 0 0 0 0 88.4 11.6 50 0 50
Total % 0 35.4 7.1 42.4 0 0 0 0 0 38.4 5.1 43.4 7.1 0 7.1 14.1 Gene Autry Trail
Southbound
I-10 Eastbound On Ramp
Westbound
Gene Autry Trail
Northbound
I-10 Eastbound Off Ramp
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 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 10 2 12 0 0 0 0 0 8 1 9 1 0 1 2 23
04:30 PM 0 5 1 6 0 0 0 0 0 9 2 11 1 0 1 2 19
04:45 PM 0 3 2 5 0 0 0 0 0 5 2 7 1 0 1 2 14
05:00 PM 0 5 0 5 0 0 0 0 0 6 0 6 0 0 0 0 11
Total Volume 0 23 5 28 0 0 0 0 0 28 5 33 3 0 3 6 67
% App. Total 0 82.1 17.9 0 0 0 0 84.8 15.2 50 0 50
PHF .000 .575 .625 .583 .000 .000 .000 .000 .000 .778 .625 .750 .750 .000 .750 .750 .728 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-15
Item Number: 1.

Page 1181 of 2902 ends

File Name : 01_DHS_GA10EPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Gene Autry Trail
E/W: I-10 Eastbound Ramps
Weather: Clear
Gene Autry Trail
I-10 Eastbound Off Ramp
I-10 Eastbound On Ramp
Gene Autry Trail
Right
5 Thru
23 Left
0 Out In Total
31 28 59
Right
0 Thru
0 Left
0 Out Total In
5 0 5
Left
0 Thru
28 Right
5 Out In Total
26 33 59
Left
3 Thru
0 Right
3 Total Out In
5 6 11
Peak Hour Begins at 04:15 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:15 PM 04:15 PM
+0 mins. 0 10 2 12 0 0 0 0 0 8 1 9 1 0 1 2
+15 mins. 0 5 1 6 0 0 0 0 0 9 2 11 1 0 1 2
+30 mins. 0 3 2 5 0 0 0 0 0 5 2 7 1 0 1 2
+45 mins. 0 5 0 5 0 0 0 0 0 6 0 6 0 0 0 0
Total Volume 0 23 5 28 0 0 0 0 0 28 5 33 3 0 3 6
% App. Total 0 82.1 17.9 0 0 0 0 84.8 15.2 50 0 50
PHF .000 .575 .625 .583 .000 .000 .000 .000 .000 .778 .625 .750 .750 .000 .750 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-16
Item Number: 1.

Page 1182 of 2902 ends

File Name : 01_DHS_GA10EPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Gene Autry Trail
E/W: I-10 Eastbound Ramps
Weather: Clear
Groups Printed- 3 Axle Vehicles
Gene Autry Trail
Southbound
I-10 Eastbound On Ramp
Westbound
Gene Autry Trail
Northbound
I-10 Eastbound Off Ramp
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 04:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
04:15 PM 0 1 2 3 0 0 0 0 0 1 0 1 0 0 0 0 4
04:30 PM 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 3
04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 3 0 1 4 5
Total 0 4 4 8 0 0 0 0 0 2 0 2 3 0 1 4 14
05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3
05:15 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 2 0 2 0 0 0 0 0 2 0 2 2 0 0 2 6
Grand Total 0 6 4 10 0 0 0 0 0 4 0 4 5 0 1 6 20
Apprch % 0 60 40 0 0 0 0 100 0 83.3 0 16.7
Total % 0 30 20 50 0 0 0 0 0 20 0 20 25 0 5 30
Gene Autry Trail
Southbound
I-10 Eastbound On Ramp
Westbound
Gene Autry Trail
Northbound
I-10 Eastbound Off Ramp
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 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 1 2 3 0 0 0 0 0 1 0 1 0 0 0 0 4
04:30 PM 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 3
04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 3 0 1 4 5
05:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3
Total Volume 0 4 4 8 0 0 0 0 0 1 0 1 5 0 1 6 15
% App. Total 0 50 50 0 0 0 0 100 0 83.3 0 16.7
PHF .000 1.00 .500 .667 .000 .000 .000 .000 .000 .250 .000 .250 .417 .000 .250 .375 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-17
Item Number: 1.

Page 1183 of 2902 ends

File Name : 01_DHS_GA10EPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Gene Autry Trail
E/W: I-10 Eastbound Ramps
Weather: Clear
Gene Autry Trail
I-10 Eastbound Off Ramp
I-10 Eastbound On Ramp
Gene Autry Trail
Right
4 Thru
4 Left
0 Out In Total
6 8 14
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
1 Right
0 Out In Total
5 1 6
Left
5 Thru
0 Right
1 Total Out In
4 6 10
Peak Hour Begins at 04:15 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:15 PM 04:15 PM
+0 mins. 0 1 2 3 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 0 0 0 3 0 1 4
+45 mins. 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 2
Total Volume 0 4 4 8 0 0 0 0 0 1 0 1 5 0 1 6
% App. Total 0 50 50 0 0 0 0 100 0 83.3 0 16.7
PHF .000 1.000 .500 .667 .000 .000 .000 .000 .000 .250 .000 .250 .417 .000 .250 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-18
Item Number: 1.

Page 1184 of 2902 ends

File Name : 01_DHS_GA10EPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Gene Autry Trail
E/W: I-10 Eastbound Ramps
Weather: Clear
Groups Printed- 4+ Axle Trucks
Gene Autry Trail
Southbound
I-10 Eastbound On Ramp
Westbound
Gene Autry Trail
Northbound
I-10 Eastbound Off Ramp
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 04:00 PM 0 0 1 1 0 0 0 0 0 2 0 2 2 0 2 4 7
04:15 PM 0 0 2 2 0 0 0 0 0 0 1 1 1 0 1 2 5
04:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 1 2
04:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 3 0 0 3 4
Total 0 0 4 4 0 0 0 0 0 3 1 4 7 0 3 10 18
05:00 PM 0 0 1 1 0 0 0 0 0 1 0 1 3 0 1 4 6
05:15 PM 0 0 2 2 0 0 0 0 0 1 0 1 2 0 1 3 6
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 3 3 0 0 0 0 0 2 0 2 5 0 2 7 12
Grand Total 0 0 7 7 0 0 0 0 0 5 1 6 12 0 5 17 30
Apprch % 0 0 100 0 0 0 0 83.3 16.7 70.6 0 29.4
Total % 0 0 23.3 23.3 0 0 0 0 0 16.7 3.3 20 40 0 16.7 56.7 Gene Autry Trail
Southbound
I-10 Eastbound On Ramp
Westbound
Gene Autry Trail
Northbound
I-10 Eastbound Off Ramp
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 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 0 0 2 2 0 0 0 0 0 0 1 1 1 0 1 2 5
04:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 1 2
04:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 3 0 0 3 4
05:00 PM 0 0 1 1 0 0 0 0 0 1 0 1 3 0 1 4 6
Total Volume 0 0 4 4 0 0 0 0 0 2 1 3 8 0 2 10 17
% App. Total 0 0 100 0 0 0 0 66.7 33.3 80 0 20
PHF .000 .000 .500 .500 .000 .000 .000 .000 .000 .500 .250 .750 .667 .000 .500 .625 .708 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-19
Item Number: 1.

Page 1185 of 2902 ends

File Name : 01_DHS_GA10EPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Gene Autry Trail
E/W: I-10 Eastbound Ramps
Weather: Clear
Gene Autry Trail
I-10 Eastbound Off Ramp
I-10 Eastbound On Ramp
Gene Autry Trail
Right
4 Thru
0 Left
0 Out In Total
10 4 14
Right
0 Thru
0 Left
0 Out Total In
1 0 1
Left
0 Thru
2 Right
1 Out In Total
2 3 5
Left
8 Thru
0 Right
2 Total Out In
4 10 14
Peak Hour Begins at 04:15 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:15 PM to 05:00 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:15 PM 04:15 PM 04:15 PM
+0 mins. 0 0 2 2 0 0 0 0 0 0 1 1 1 0 1 2
+15 mins. 0 0 1 1 0 0 0 0 0 0 0 0 1 0 0 1
+30 mins. 0 0 0 0 0 0 0 0 0 1 0 1 3 0 0 3
+45 mins. 0 0 1 1 0 0 0 0 0 1 0 1 3 0 1 4
Total Volume 0 0 4 4 0 0 0 0 0 2 1 3 8 0 2 10
% App. Total 0 0 100 0 0 0 0 66.7 33.3 80 0 20
PHF .000 .000 .500 .500 .000 .000 .000 .000 .000 .500 .250 .750 .667 .000 .500 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-20
Item Number: 1.

Page 1186 of 2902 ends

File Name : 02_DHS_PA10WAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 07:00 AM 0 438 20 458 34 0 77 111 0 63 15 78 0 0 0 0 647 07:15 AM 0 533 14 547 38 2 102 142 0 60 26 86 0 0 0 0 775 07:30 AM 0 506 12 518 40 0 92 132 0 63 26 89 0 0 0 0 739 07:45 AM 0 448 9 457 53 4 120 177 0 75 34 109 0 0 0 0 743 Total 0 1925 55 1980 165 6 391 562 0 261 101 362 0 0 0 0 2904 08:00 AM 0 380 16 396 41 1 95 137 0 82 35 117 0 0 0 0 650 08:15 AM 0 388 20 408 40 2 107 149 0 58 27 85 0 0 0 0 642 08:30 AM 0 403 15 418 33 1 93 127 0 69 36 105 0 0 0 0 650 08:45 AM 0 328 23 351 42 0 100 142 0 77 21 98 0 0 0 0 591 Total 0 1499 74 1573 156 4 395 555 0 286 119 405 0 0 0 0 2533 Grand Total 0 3424 129 3553 321 10 786 1117 0 547 220 767 0 0 0 0 5437 Apprch % 0 96.4 3.6 28.7 0.9 70.4 0 71.3 28.7 0 0 0
Total % 0 63 2.4 65.3 5.9 0.2 14.5 20.5 0 10.1 4 14.1 0 0 0 0 Passenger Vehicles 0 3322 106 3428 291 6 733 1030 0 493 209 702 0 0 0 0 5160 % Passenger Vehicles 0 97 82.2 96.5 90.7 60 93.3 92.2 0 90.1 95 91.5 0 0 0 0 94.9 Large 2 Axle Vehicles 0 86 9 95 11 0 33 44 0 26 6 32 0 0 0 0 171 % Large 2 Axle Vehicles 0 2.5 7 2.7 3.4 0 4.2 3.9 0 4.8 2.7 4.2 0 0 0 0 3.1 3 Axle Vehicles 0 8 1 9 15 4 10 29 0 9 2 11 0 0 0 0 49
% 3 Axle Vehicles 0 0.2 0.8 0.3 4.7 40 1.3 2.6 0 1.6 0.9 1.4 0 0 0 0 0.9 4+ Axle Trucks 0 8 13 21 4 0 10 14 0 19 3 22 0 0 0 0 57 % 4+ Axle Trucks 0 0.2 10.1 0.6 1.2 0 1.3 1.3 0 3.5 1.4 2.9 0 0 0 0 1 Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 07:15 AM
07:15 AM 0 533 14 547 38 2 102 142 0 60 26 86 0 0 0 0 775 07:30 AM 0 506 12 518 40 0 92 132 0 63 26 89 0 0 0 0 739 07:45 AM 0 448 9 457 53 4 120 177 0 75 34 109 0 0 0 0 743 08:00 AM 0 380 16 396 41 1 95 137 0 82 35 117 0 0 0 0 650 Total Volume 0 1867 51 1918 172 7 409 588 0 280 121 401 0 0 0 0 2907 % App. Total 0 97.3 2.7 29.3 1.2 69.6 0 69.8 30.2 0 0 0 PHF .000 .876 .797 .877 .811 .438 .852 .831 .000 .854 .864 .857 .000 .000 .000 .000 .938 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-21
Item Number: 1.

Page 1187 of 2902 ends

File Name : 02_DHS_PA10WAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Palm Drive
I-10 Westbound On Ramp
I-10 Westbound Off Ramp
Palm Drive
Right
51 Thru
1867
Left
0 Out In Total
689 1918 2607
Right
409
Thru
7 Left
172
Out Total In
121 588 709
Left
0 Thru
280
Right
121
Out In Total
2039 401 2440
Left
0 Thru
0 Right
0 Total Out In
58 0 58
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
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 07:30 AM 07:45 AM 07:00 AM
+0 mins. 0 438 20 458 40 0 92 132 0 75 34 109 0 0 0 0
+15 mins. 0 533 14 547 53 4 120 177 0 82 35 117 0 0 0 0 +30 mins. 0 506 12 518 41 1 95 137 0 58 27 85 0 0 0 0
+45 mins. 0 448 9 457 40 2 107 149 0 69 36 105 0 0 0 0
Total Volume 0 1925 55 1980 174 7 414 595 0 284 132 416 0 0 0 0 % App. Total 0 97.2 2.8 29.2 1.2 69.6 0 68.3 31.7 0 0 0 PHF .000 .903 .688 .905 .821 .438 .863 .840 .000 .866 .917 .889 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-22
Item Number: 1.

Page 1188 of 2902 ends

File Name : 02_DHS_PA10WAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 07:00 AM 0 427 13 440 33 0 71 104 0 56 15 71 0 0 0 0 615 07:15 AM 0 518 11 529 35 1 97 133 0 56 25 81 0 0 0 0 743 07:30 AM 0 493 12 505 35 0 83 118 0 54 24 78 0 0 0 0 701 07:45 AM 0 430 9 439 44 1 114 159 0 68 31 99 0 0 0 0 697 Total 0 1868 45 1913 147 2 365 514 0 234 95 329 0 0 0 0 2756 08:00 AM 0 369 13 382 37 1 90 128 0 75 34 109 0 0 0 0 619 08:15 AM 0 377 14 391 35 2 100 137 0 53 27 80 0 0 0 0 608 08:30 AM 0 391 14 405 32 1 84 117 0 59 35 94 0 0 0 0 616 08:45 AM 0 317 20 337 40 0 94 134 0 72 18 90 0 0 0 0 561 Total 0 1454 61 1515 144 4 368 516 0 259 114 373 0 0 0 0 2404 Grand Total 0 3322 106 3428 291 6 733 1030 0 493 209 702 0 0 0 0 5160 Apprch % 0 96.9 3.1 28.3 0.6 71.2 0 70.2 29.8 0 0 0
Total % 0 64.4 2.1 66.4 5.6 0.1 14.2 20 0 9.6 4.1 13.6 0 0 0 0 Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 518 11 529 35 1 97 133 0 56 25 81 0 0 0 0 743 07:30 AM 0 493 12 505 35 0 83 118 0 54 24 78 0 0 0 0 701 07:45 AM 0 430 9 439 44 1 114 159 0 68 31 99 0 0 0 0 697 08:00 AM 0 369 13 382 37 1 90 128 0 75 34 109 0 0 0 0 619 Total Volume 0 1810 45 1855 151 3 384 538 0 253 114 367 0 0 0 0 2760 % App. Total 0 97.6 2.4 28.1 0.6 71.4 0 68.9 31.1 0 0 0 PHF .000 .874 .865 .877 .858 .750 .842 .846 .000 .843 .838 .842 .000 .000 .000 .000 .929 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-23
Item Number: 1.

Page 1189 of 2902 ends

File Name : 02_DHS_PA10WAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Palm Drive
I-10 Westbound On Ramp
I-10 Westbound Off Ramp
Palm Drive
Right
45 Thru
1810
Left
0 Out In Total
637 1855 2492
Right
384
Thru
3 Left
151
Out Total In
114 538 652
Left
0 Thru
253
Right
114
Out In Total
1961 367 2328
Left
0 Thru
0 Right
0 Total Out In
48 0 48
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 518 11 529 35 1 97 133 0 56 25 81 0 0 0 0
+15 mins. 0 493 12 505 35 0 83 118 0 54 24 78 0 0 0 0
+30 mins. 0 430 9 439 44 1 114 159 0 68 31 99 0 0 0 0
+45 mins. 0 369 13 382 37 1 90 128 0 75 34 109 0 0 0 0
Total Volume 0 1810 45 1855 151 3 384 538 0 253 114 367 0 0 0 0 % App. Total 0 97.6 2.4 28.1 0.6 71.4 0 68.9 31.1 0 0 0 PHF .000 .874 .865 .877 .858 .750 .842 .846 .000 .843 .838 .842 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-24
Item Number: 1.

Page 1190 of 2902 ends

File Name : 02_DHS_PA10WAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 07:00 AM 0 11 2 13 0 0 4 4 0 6 0 6 0 0 0 0 23
07:15 AM 0 13 1 14 2 0 3 5 0 4 1 5 0 0 0 0 24
07:30 AM 0 12 0 12 1 0 6 7 0 4 1 5 0 0 0 0 24
07:45 AM 0 15 0 15 2 0 2 4 0 2 2 4 0 0 0 0 23
Total 0 51 3 54 5 0 15 20 0 16 4 20 0 0 0 0 94
08:00 AM 0 9 0 9 1 0 5 6 0 2 0 2 0 0 0 0 17
08:15 AM 0 9 3 12 4 0 5 9 0 3 0 3 0 0 0 0 24
08:30 AM 0 8 0 8 0 0 6 6 0 2 1 3 0 0 0 0 17
08:45 AM 0 9 3 12 1 0 2 3 0 3 1 4 0 0 0 0 19
Total 0 35 6 41 6 0 18 24 0 10 2 12 0 0 0 0 77
Grand Total 0 86 9 95 11 0 33 44 0 26 6 32 0 0 0 0 171
Apprch % 0 90.5 9.5 25 0 75 0 81.2 18.8 0 0 0
Total % 0 50.3 5.3 55.6 6.4 0 19.3 25.7 0 15.2 3.5 18.7 0 0 0 0 Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 13 1 14 2 0 3 5 0 4 1 5 0 0 0 0 24
07:30 AM 0 12 0 12 1 0 6 7 0 4 1 5 0 0 0 0 24
07:45 AM 0 15 0 15 2 0 2 4 0 2 2 4 0 0 0 0 23
08:00 AM 0 9 0 9 1 0 5 6 0 2 0 2 0 0 0 0 17
Total Volume 0 49 1 50 6 0 16 22 0 12 4 16 0 0 0 0 88
% App. Total 0 98 2 27.3 0 72.7 0 75 25 0 0 0
PHF .000 .817 .250 .833 .750 .000 .667 .786 .000 .750 .500 .800 .000 .000 .000 .000 .917 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-25
Item Number: 1.

Page 1191 of 2902 ends

File Name : 02_DHS_PA10WAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Palm Drive
I-10 Westbound On Ramp
I-10 Westbound Off Ramp
Palm Drive
Right
1 Thru
49 Left
0 Out In Total
28 50 78
Right
16 Thru
0 Left
6 Out Total In
4 22 26
Left
0 Thru
12 Right
4 Out In Total
55 16 71
Left
0 Thru
0 Right
0 Total Out In
1 0 1
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 13 1 14 2 0 3 5 0 4 1 5 0 0 0 0
+15 mins. 0 12 0 12 1 0 6 7 0 4 1 5 0 0 0 0
+30 mins. 0 15 0 15 2 0 2 4 0 2 2 4 0 0 0 0
+45 mins. 0 9 0 9 1 0 5 6 0 2 0 2 0 0 0 0
Total Volume 0 49 1 50 6 0 16 22 0 12 4 16 0 0 0 0
% App. Total 0 98 2 27.3 0 72.7 0 75 25 0 0 0
PHF .000 .817 .250 .833 .750 .000 .667 .786 .000 .750 .500 .800 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-26
Item Number: 1.

Page 1192 of 2902 ends

File Name : 02_DHS_PA10WAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- 3 Axle Vehicles
Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 1 1 2 4 0 0 0 0 0 0 0 0 4
07:30 AM 0 0 0 0 4 0 0 4 0 1 1 2 0 0 0 0 6
07:45 AM 0 2 0 2 4 3 1 8 0 3 1 4 0 0 0 0 14
Total 0 2 0 2 9 4 3 16 0 4 2 6 0 0 0 0 24
08:00 AM 0 0 0 0 3 0 0 3 0 2 0 2 0 0 0 0 5
08:15 AM 0 2 1 3 1 0 0 1 0 1 0 1 0 0 0 0 5
08:30 AM 0 3 0 3 1 0 3 4 0 1 0 1 0 0 0 0 8
08:45 AM 0 1 0 1 1 0 4 5 0 1 0 1 0 0 0 0 7
Total 0 6 1 7 6 0 7 13 0 5 0 5 0 0 0 0 25
Grand Total 0 8 1 9 15 4 10 29 0 9 2 11 0 0 0 0 49
Apprch % 0 88.9 11.1 51.7 13.8 34.5 0 81.8 18.2 0 0 0
Total % 0 16.3 2 18.4 30.6 8.2 20.4 59.2 0 18.4 4.1 22.4 0 0 0 0 Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 1 1 2 4 0 0 0 0 0 0 0 0 4
07:30 AM 0 0 0 0 4 0 0 4 0 1 1 2 0 0 0 0 6
07:45 AM 0 2 0 2 4 3 1 8 0 3 1 4 0 0 0 0 14
08:00 AM 0 0 0 0 3 0 0 3 0 2 0 2 0 0 0 0 5
Total Volume 0 2 0 2 12 4 3 19 0 6 2 8 0 0 0 0 29
% App. Total 0 100 0 63.2 21.1 15.8 0 75 25 0 0 0
PHF .000 .250 .000 .250 .750 .333 .375 .594 .000 .500 .500 .500 .000 .000 .000 .000 .518 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-27
Item Number: 1.

Page 1193 of 2902 ends

File Name : 02_DHS_PA10WAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Palm Drive
I-10 Westbound On Ramp
I-10 Westbound Off Ramp
Palm Drive
Right
0 Thru
2 Left
0 Out In Total
9 2 11
Right
3 Thru
4 Left
12 Out Total In
2 19 21
Left
0 Thru
6 Right
2 Out In Total
14 8 22
Left
0 Thru
0 Right
0 Total Out In
4 0 4
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 1 1 2 4 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 4 0 0 4 0 1 1 2 0 0 0 0
+30 mins. 0 2 0 2 4 3 1 8 0 3 1 4 0 0 0 0
+45 mins. 0 0 0 0 3 0 0 3 0 2 0 2 0 0 0 0
Total Volume 0 2 0 2 12 4 3 19 0 6 2 8 0 0 0 0
% App. Total 0 100 0 63.2 21.1 15.8 0 75 25 0 0 0
PHF .000 .250 .000 .250 .750 .333 .375 .594 .000 .500 .500 .500 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-28
Item Number: 1.

Page 1194 of 2902 ends

File Name : 02_DHS_PA10WAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- 4+ Axle Trucks
Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 07:00 AM 0 0 5 5 1 0 2 3 0 1 0 1 0 0 0 0 9
07:15 AM 0 2 2 4 0 0 0 0 0 0 0 0 0 0 0 0 4
07:30 AM 0 1 0 1 0 0 3 3 0 4 0 4 0 0 0 0 8
07:45 AM 0 1 0 1 3 0 3 6 0 2 0 2 0 0 0 0 9
Total 0 4 7 11 4 0 8 12 0 7 0 7 0 0 0 0 30
08:00 AM 0 2 3 5 0 0 0 0 0 3 1 4 0 0 0 0 9
08:15 AM 0 0 2 2 0 0 2 2 0 1 0 1 0 0 0 0 5
08:30 AM 0 1 1 2 0 0 0 0 0 7 0 7 0 0 0 0 9
08:45 AM 0 1 0 1 0 0 0 0 0 1 2 3 0 0 0 0 4
Total 0 4 6 10 0 0 2 2 0 12 3 15 0 0 0 0 27
Grand Total 0 8 13 21 4 0 10 14 0 19 3 22 0 0 0 0 57
Apprch % 0 38.1 61.9 28.6 0 71.4 0 86.4 13.6 0 0 0
Total % 0 14 22.8 36.8 7 0 17.5 24.6 0 33.3 5.3 38.6 0 0 0 0 Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 2 2 4 0 0 0 0 0 0 0 0 0 0 0 0 4
07:30 AM 0 1 0 1 0 0 3 3 0 4 0 4 0 0 0 0 8
07:45 AM 0 1 0 1 3 0 3 6 0 2 0 2 0 0 0 0 9
08:00 AM 0 2 3 5 0 0 0 0 0 3 1 4 0 0 0 0 9
Total Volume 0 6 5 11 3 0 6 9 0 9 1 10 0 0 0 0 30
% App. Total 0 54.5 45.5 33.3 0 66.7 0 90 10 0 0 0
PHF .000 .750 .417 .550 .250 .000 .500 .375 .000 .563 .250 .625 .000 .000 .000 .000 .833 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-29
Item Number: 1.

Page 1195 of 2902 ends

File Name : 02_DHS_PA10WAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Palm Drive
I-10 Westbound On Ramp
I-10 Westbound Off Ramp
Palm Drive
Right
5 Thru
6 Left
0 Out In Total
15 11 26
Right
6 Thru
0 Left
3 Out Total In
1 9 10
Left
0 Thru
9 Right
1 Out In Total
9 10 19
Left
0 Thru
0 Right
0 Total Out In
5 0 5
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 2 2 4 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 0 0 3 3 0 4 0 4 0 0 0 0
+30 mins. 0 1 0 1 3 0 3 6 0 2 0 2 0 0 0 0
+45 mins. 0 2 3 5 0 0 0 0 0 3 1 4 0 0 0 0
Total Volume 0 6 5 11 3 0 6 9 0 9 1 10 0 0 0 0
% App. Total 0 54.5 45.5 33.3 0 66.7 0 90 10 0 0 0
PHF .000 .750 .417 .550 .250 .000 .500 .375 .000 .563 .250 .625 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-30
Item Number: 1.

Page 1196 of 2902 ends

File Name : 02_DHS_PA10WPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 04:00 PM 0 275 34 309 52 0 264 316 0 243 73 316 0 0 0 0 941 04:15 PM 0 304 32 336 61 0 244 305 0 267 79 346 0 0 0 0 987 04:30 PM 0 230 27 257 49 0 219 268 0 236 67 303 0 0 0 0 828 04:45 PM 0 281 33 314 45 0 221 266 0 240 82 322 0 0 0 0 902 Total 0 1090 126 1216 207 0 948 1155 0 986 301 1287 0 0 0 0 3658 05:00 PM 0 245 33 278 43 0 211 254 0 233 65 298 0 0 0 0 830 05:15 PM 0 204 18 222 45 0 253 298 0 266 80 346 0 0 0 0 866 05:30 PM 0 231 20 251 35 0 199 234 0 223 68 291 0 0 0 0 776 05:45 PM 0 223 18 241 29 0 225 254 0 193 62 255 0 0 0 0 750 Total 0 903 89 992 152 0 888 1040 0 915 275 1190 0 0 0 0 3222 Grand Total 0 1993 215 2208 359 0 1836 2195 0 1901 576 2477 0 0 0 0 6880 Apprch % 0 90.3 9.7 16.4 0 83.6 0 76.7 23.3 0 0 0
Total % 0 29 3.1 32.1 5.2 0 26.7 31.9 0 27.6 8.4 36 0 0 0 0 Passenger Vehicles 0 1941 194 2135 347 0 1796 2143 0 1846 552 2398 0 0 0 0 6676 % Passenger Vehicles 0 97.4 90.2 96.7 96.7 0 97.8 97.6 0 97.1 95.8 96.8 0 0 0 0 97 Large 2 Axle Vehicles 0 36 13 49 7 0 32 39 0 35 17 52 0 0 0 0 140 % Large 2 Axle Vehicles 0 1.8 6 2.2 1.9 0 1.7 1.8 0 1.8 3 2.1 0 0 0 0 2 3 Axle Vehicles 0 11 2 13 0 0 3 3 0 10 1 11 0 0 0 0 27
% 3 Axle Vehicles 0 0.6 0.9 0.6 0 0 0.2 0.1 0 0.5 0.2 0.4 0 0 0 0 0.4 4+ Axle Trucks 0 5 6 11 5 0 5 10 0 10 6 16 0 0 0 0 37
% 4+ Axle Trucks 0 0.3 2.8 0.5 1.4 0 0.3 0.5 0 0.5 1 0.6 0 0 0 0 0.5 Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 0 275 34 309 52 0 264 316 0 243 73 316 0 0 0 0 941 04:15 PM 0 304 32 336 61 0 244 305 0 267 79 346 0 0 0 0 987 04:30 PM 0 230 27 257 49 0 219 268 0 236 67 303 0 0 0 0 828 04:45 PM 0 281 33 314 45 0 221 266 0 240 82 322 0 0 0 0 902 Total Volume 0 1090 126 1216 207 0 948 1155 0 986 301 1287 0 0 0 0 3658 % App. Total 0 89.6 10.4 17.9 0 82.1 0 76.6 23.4 0 0 0
PHF .000 .896 .926 .905 .848 .000 .898 .914 .000 .923 .918 .930 .000 .000 .000 .000 .927 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-31
Item Number: 1.

Page 1197 of 2902 ends

File Name : 02_DHS_PA10WPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Palm Drive
I-10 Westbound On Ramp
I-10 Westbound Off Ramp
Palm Drive
Right
126
Thru
1090
Left
0 Out In Total
1934 1216 3150
Right
948
Thru
0 Left
207
Out Total In
301 1155 1456
Left
0 Thru
986
Right
301
Out In Total
1297 1287 2584
Left
0 Thru
0 Right
0 Total Out In
126 0 126
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
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 04:00 PM 04:00 PM
+0 mins. 0 275 34 309 52 0 264 316 0 243 73 316 0 0 0 0 +15 mins. 0 304 32 336 61 0 244 305 0 267 79 346 0 0 0 0 +30 mins. 0 230 27 257 49 0 219 268 0 236 67 303 0 0 0 0 +45 mins. 0 281 33 314 45 0 221 266 0 240 82 322 0 0 0 0 Total Volume 0 1090 126 1216 207 0 948 1155 0 986 301 1287 0 0 0 0 % App. Total 0 89.6 10.4 17.9 0 82.1 0 76.6 23.4 0 0 0
PHF .000 .896 .926 .905 .848 .000 .898 .914 .000 .923 .918 .930 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-32
Item Number: 1.

Page 1198 of 2902 ends

File Name : 02_DHS_PA10WPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- Passenger Vehicles
Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 04:00 PM 0 271 33 304 52 0 257 309 0 232 71 303 0 0 0 0 916 04:15 PM 0 293 27 320 57 0 241 298 0 260 78 338 0 0 0 0 956 04:30 PM 0 218 25 243 47 0 212 259 0 224 59 283 0 0 0 0 785 04:45 PM 0 274 31 305 44 0 213 257 0 233 80 313 0 0 0 0 875 Total 0 1056 116 1172 200 0 923 1123 0 949 288 1237 0 0 0 0 3532 05:00 PM 0 240 29 269 41 0 209 250 0 226 61 287 0 0 0 0 806 05:15 PM 0 200 16 216 42 0 247 289 0 261 77 338 0 0 0 0 843 05:30 PM 0 228 19 247 35 0 195 230 0 222 67 289 0 0 0 0 766 05:45 PM 0 217 14 231 29 0 222 251 0 188 59 247 0 0 0 0 729 Total 0 885 78 963 147 0 873 1020 0 897 264 1161 0 0 0 0 3144 Grand Total 0 1941 194 2135 347 0 1796 2143 0 1846 552 2398 0 0 0 0 6676 Apprch % 0 90.9 9.1 16.2 0 83.8 0 77 23 0 0 0
Total % 0 29.1 2.9 32 5.2 0 26.9 32.1 0 27.7 8.3 35.9 0 0 0 0 Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 0 271 33 304 52 0 257 309 0 232 71 303 0 0 0 0 916 04:15 PM 0 293 27 320 57 0 241 298 0 260 78 338 0 0 0 0 956 04:30 PM 0 218 25 243 47 0 212 259 0 224 59 283 0 0 0 0 785 04:45 PM 0 274 31 305 44 0 213 257 0 233 80 313 0 0 0 0 875 Total Volume 0 1056 116 1172 200 0 923 1123 0 949 288 1237 0 0 0 0 3532 % App. Total 0 90.1 9.9 17.8 0 82.2 0 76.7 23.3 0 0 0
PHF .000 .901 .879 .916 .877 .000 .898 .909 .000 .913 .900 .915 .000 .000 .000 .000 .924 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-33
Item Number: 1.

Page 1199 of 2902 ends

File Name : 02_DHS_PA10WPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Palm Drive
I-10 Westbound On Ramp
I-10 Westbound Off Ramp
Palm Drive
Right
116
Thru
1056
Left
0 Out In Total
1872 1172 3044
Right
923
Thru
0 Left
200
Out Total In
288 1123 1411
Left
0 Thru
949
Right
288
Out In Total
1256 1237 2493
Left
0 Thru
0 Right
0 Total Out In
116 0 116
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Peak Hour Data
North
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. 0 271 33 304 52 0 257 309 0 232 71 303 0 0 0 0 +15 mins. 0 293 27 320 57 0 241 298 0 260 78 338 0 0 0 0 +30 mins. 0 218 25 243 47 0 212 259 0 224 59 283 0 0 0 0 +45 mins. 0 274 31 305 44 0 213 257 0 233 80 313 0 0 0 0 Total Volume 0 1056 116 1172 200 0 923 1123 0 949 288 1237 0 0 0 0 % App. Total 0 90.1 9.9 17.8 0 82.2 0 76.7 23.3 0 0 0
PHF .000 .901 .879 .916 .877 .000 .898 .909 .000 .913 .900 .915 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-34
Item Number: 1.

Page 1200 of 2902 ends

File Name : 02_DHS_PA10WPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 04:00 PM 0 4 1 5 0 0 3 3 0 9 1 10 0 0 0 0 18
04:15 PM 0 8 5 13 2 0 3 5 0 5 1 6 0 0 0 0 24
04:30 PM 0 6 2 8 1 0 7 8 0 9 6 15 0 0 0 0 31
04:45 PM 0 5 0 5 1 0 6 7 0 2 0 2 0 0 0 0 14
Total 0 23 8 31 4 0 19 23 0 25 8 33 0 0 0 0 87
05:00 PM 0 3 1 4 1 0 2 3 0 3 3 6 0 0 0 0 13
05:15 PM 0 3 1 4 2 0 5 7 0 3 2 5 0 0 0 0 16
05:30 PM 0 3 0 3 0 0 3 3 0 1 1 2 0 0 0 0 8
05:45 PM 0 4 3 7 0 0 3 3 0 3 3 6 0 0 0 0 16
Total 0 13 5 18 3 0 13 16 0 10 9 19 0 0 0 0 53
Grand Total 0 36 13 49 7 0 32 39 0 35 17 52 0 0 0 0 140 Apprch % 0 73.5 26.5 17.9 0 82.1 0 67.3 32.7 0 0 0
Total % 0 25.7 9.3 35 5 0 22.9 27.9 0 25 12.1 37.1 0 0 0 0 Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 4 1 5 0 0 3 3 0 9 1 10 0 0 0 0 18
04:15 PM 0 8 5 13 2 0 3 5 0 5 1 6 0 0 0 0 24
04:30 PM 0 6 2 8 1 0 7 8 0 9 6 15 0 0 0 0 31
04:45 PM 0 5 0 5 1 0 6 7 0 2 0 2 0 0 0 0 14
Total Volume 0 23 8 31 4 0 19 23 0 25 8 33 0 0 0 0 87
% App. Total 0 74.2 25.8 17.4 0 82.6 0 75.8 24.2 0 0 0
PHF .000 .719 .400 .596 .500 .000 .679 .719 .000 .694 .333 .550 .000 .000 .000 .000 .702 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-35
Item Number: 1.

Page 1201 of 2902 ends

File Name : 02_DHS_PA10WPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Palm Drive
I-10 Westbound On Ramp
I-10 Westbound Off Ramp
Palm Drive
Right
8 Thru
23 Left
0 Out In Total
44 31 75
Right
19 Thru
0 Left
4 Out Total In
8 23 31
Left
0 Thru
25 Right
8 Out In Total
27 33 60
Left
0 Thru
0 Right
0 Total Out In
8 0 8
Peak Hour Begins at 04:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
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 4 1 5 0 0 3 3 0 9 1 10 0 0 0 0
+15 mins. 0 8 5 13 2 0 3 5 0 5 1 6 0 0 0 0
+30 mins. 0 6 2 8 1 0 7 8 0 9 6 15 0 0 0 0
+45 mins. 0 5 0 5 1 0 6 7 0 2 0 2 0 0 0 0
Total Volume 0 23 8 31 4 0 19 23 0 25 8 33 0 0 0 0
% App. Total 0 74.2 25.8 17.4 0 82.6 0 75.8 24.2 0 0 0
PHF .000 .719 .400 .596 .500 .000 .679 .719 .000 .694 .333 .550 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-36
Item Number: 1.

Page 1202 of 2902 ends

File Name : 02_DHS_PA10WPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- 3 Axle Vehicles
Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 04:00 PM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2
04:15 PM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4
04:30 PM 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5
04:45 PM 0 1 0 1 0 0 0 0 0 4 1 5 0 0 0 0 6
Total 0 9 0 9 0 0 1 1 0 6 1 7 0 0 0 0 17
05:00 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
05:15 PM 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 0 2
05:30 PM 0 0 1 1 0 0 1 1 0 0 0 0 0 0 0 0 2
05:45 PM 0 1 1 2 0 0 0 0 0 1 0 1 0 0 0 0 3
Total 0 2 2 4 0 0 2 2 0 4 0 4 0 0 0 0 10
Grand Total 0 11 2 13 0 0 3 3 0 10 1 11 0 0 0 0 27
Apprch % 0 84.6 15.4 0 0 100 0 90.9 9.1 0 0 0
Total % 0 40.7 7.4 48.1 0 0 11.1 11.1 0 37 3.7 40.7 0 0 0 0 Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 0 1 1 0 1 0 1 0 0 0 0 2
04:15 PM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4
04:30 PM 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5
04:45 PM 0 1 0 1 0 0 0 0 0 4 1 5 0 0 0 0 6
Total Volume 0 9 0 9 0 0 1 1 0 6 1 7 0 0 0 0 17
% App. Total 0 100 0 0 0 100 0 85.7 14.3 0 0 0
PHF .000 .450 .000 .450 .000 .000 .250 .250 .000 .375 .250 .350 .000 .000 .000 .000 .708 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-37
Item Number: 1.

Page 1203 of 2902 ends

File Name : 02_DHS_PA10WPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Palm Drive
I-10 Westbound On Ramp
I-10 Westbound Off Ramp
Palm Drive
Right
0 Thru
9 Left
0 Out In Total
7 9 16
Right
1 Thru
0 Left
0 Out Total In
1 1 2
Left
0 Thru
6 Right
1 Out In Total
9 7 16
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:00 PM
3 Axle Vehicles
Peak Hour Data
North
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 0 1 1 0 1 0 1 0 0 0 0
+15 mins. 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 1 0 1 0 0 0 0 0 4 1 5 0 0 0 0
Total Volume 0 9 0 9 0 0 1 1 0 6 1 7 0 0 0 0
% App. Total 0 100 0 0 0 100 0 85.7 14.3 0 0 0
PHF .000 .450 .000 .450 .000 .000 .250 .250 .000 .375 .250 .350 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-38
Item Number: 1.

Page 1204 of 2902 ends

File Name : 02_DHS_PA10WPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Groups Printed- 4+ Axle Trucks
Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 04:00 PM 0 0 0 0 0 0 3 3 0 1 1 2 0 0 0 0 5
04:15 PM 0 0 0 0 2 0 0 2 0 1 0 1 0 0 0 0 3
04:30 PM 0 1 0 1 1 0 0 1 0 3 2 5 0 0 0 0 7
04:45 PM 0 1 2 3 0 0 2 2 0 1 1 2 0 0 0 0 7
Total 0 2 2 4 3 0 5 8 0 6 4 10 0 0 0 0 22
05:00 PM 0 1 3 4 1 0 0 1 0 2 1 3 0 0 0 0 8
05:15 PM 0 1 1 2 1 0 0 1 0 1 1 2 0 0 0 0 5
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 3 4 7 2 0 0 2 0 4 2 6 0 0 0 0 15
Grand Total 0 5 6 11 5 0 5 10 0 10 6 16 0 0 0 0 37
Apprch % 0 45.5 54.5 50 0 50 0 62.5 37.5 0 0 0
Total % 0 13.5 16.2 29.7 13.5 0 13.5 27 0 27 16.2 43.2 0 0 0 0 Palm Drive
Southbound
I-10 Westbound Off Ramp
Westbound
Palm Drive
Northbound
I-10 Westbound On Ramp
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 0 3 3 0 1 1 2 0 0 0 0 5
04:15 PM 0 0 0 0 2 0 0 2 0 1 0 1 0 0 0 0 3
04:30 PM 0 1 0 1 1 0 0 1 0 3 2 5 0 0 0 0 7
04:45 PM 0 1 2 3 0 0 2 2 0 1 1 2 0 0 0 0 7
Total Volume 0 2 2 4 3 0 5 8 0 6 4 10 0 0 0 0 22
% App. Total 0 50 50 37.5 0 62.5 0 60 40 0 0 0
PHF .000 .500 .250 .333 .375 .000 .417 .667 .000 .500 .500 .500 .000 .000 .000 .000 .786 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-39
Item Number: 1.

Page 1205 of 2902 ends

File Name : 02_DHS_PA10WPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: I-10 Westbound Ramps
Weather: Clear
Palm Drive
I-10 Westbound On Ramp
I-10 Westbound Off Ramp
Palm Drive
Right
2 Thru
2 Left
0 Out In Total
11 4 15
Right
5 Thru
0 Left
3 Out Total In
4 8 12
Left
0 Thru
6 Right
4 Out In Total
5 10 15
Left
0 Thru
0 Right
0 Total Out In
2 0 2
Peak Hour Begins at 04:00 PM
4+ Axle Trucks
Peak Hour Data
North
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 0 3 3 0 1 1 2 0 0 0 0
+15 mins. 0 0 0 0 2 0 0 2 0 1 0 1 0 0 0 0
+30 mins. 0 1 0 1 1 0 0 1 0 3 2 5 0 0 0 0
+45 mins. 0 1 2 3 0 0 2 2 0 1 1 2 0 0 0 0
Total Volume 0 2 2 4 3 0 5 8 0 6 4 10 0 0 0 0
% App. Total 0 50 50 37.5 0 62.5 0 60 40 0 0 0
PHF .000 .500 .250 .333 .375 .000 .417 .667 .000 .500 .500 .500 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-40
Item Number: 1.

Page 1206 of 2902 ends

File Name : 03_DHS_PAPAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 07:00 AM 9 416 14 439 10 1 1 12 9 134 2 145 2 0 27 29 625 07:15 AM 6 488 19 513 12 0 1 13 11 153 10 174 4 0 38 42 742 07:30 AM 8 470 19 497 10 1 2 13 8 138 7 153 6 0 31 37 700 07:45 AM 4 396 15 415 9 1 0 10 16 164 11 191 4 2 31 37 653 Total 27 1770 67 1864 41 3 4 48 44 589 30 663 16 2 127 145 2720 08:00 AM 5 360 17 382 9 0 3 12 12 153 13 178 6 0 21 27 599 08:15 AM 4 388 11 403 12 0 0 12 16 147 11 174 4 0 33 37 626 08:30 AM 2 357 6 365 5 0 0 5 9 135 8 152 8 0 15 23 545
08:45 AM 3 310 10 323 5 1 3 9 10 157 9 176 8 0 25 33 541 Total 14 1415 44 1473 31 1 6 38 47 592 41 680 26 0 94 120 2311 Grand Total 41 3185 111 3337 72 4 10 86 91 1181 71 1343 42 2 221 265 5031 Apprch % 1.2 95.4 3.3 83.7 4.7 11.6 6.8 87.9 5.3 15.8 0.8 83.4 Total % 0.8 63.3 2.2 66.3 1.4 0.1 0.2 1.7 1.8 23.5 1.4 26.7 0.8 0 4.4 5.3 Passenger Vehicles 36 3107 102 3245 59 4 10 73 78 1101 62 1241 37 2 196 235 4794 % Passenger Vehicles 87.8 97.6 91.9 97.2 81.9 100 100 84.9 85.7 93.2 87.3 92.4 88.1 100 88.7 88.7 95.3 Large 2 Axle Vehicles 5 62 9 76 11 0 0 11 5 43 7 55 3 0 14 17 159 % Large 2 Axle Vehicles 12.2 1.9 8.1 2.3 15.3 0 0 12.8 5.5 3.6 9.9 4.1 7.1 0 6.3 6.4 3.2 3 Axle Vehicles 0 10 0 10 0 0 0 0 3 16 2 21 2 0 0 2 33
% 3 Axle Vehicles 0 0.3 0 0.3 0 0 0 0 3.3 1.4 2.8 1.6 4.8 0 0 0.8 0.7 4+ Axle Trucks 0 6 0 6 2 0 0 2 5 21 0 26 0 0 11 11 45
% 4+ Axle Trucks 0 0.2 0 0.2 2.8 0 0 2.3 5.5 1.8 0 1.9 0 0 5 4.2 0.9 Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 9 416 14 439 10 1 1 12 9 134 2 145 2 0 27 29 625 07:15 AM 6 488 19 513 12 0 1 13 11 153 10 174 4 0 38 42 742 07:30 AM 8 470 19 497 10 1 2 13 8 138 7 153 6 0 31 37 700 07:45 AM 4 396 15 415 9 1 0 10 16 164 11 191 4 2 31 37 653 Total Volume 27 1770 67 1864 41 3 4 48 44 589 30 663 16 2 127 145 2720 % App. Total 1.4 95 3.6 85.4 6.2 8.3 6.6 88.8 4.5 11 1.4 87.6 PHF .750 .907 .882 .908 .854 .750 .500 .923 .688 .898 .682 .868 .667 .250 .836 .863 .916 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-41
Item Number: 1.

Page 1207 of 2902 ends

File Name : 03_DHS_PAPAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Palm Drive
Paul Road
Paul Road
Palm Drive
Right
67 Thru
1770
Left
27 Out In Total
609 1864 2473
Right
4 Thru
3 Left
41 Out Total In
59 48 107
Left
44 Thru
589
Right
30 Out In Total
1938 663 2601
Left
16 Thru
2 Right
127
Total Out In
114 145 259
Peak Hour Begins at 07:00 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
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 07:15 AM 07:00 AM
+0 mins. 9 416 14 439 10 1 1 12 11 153 10 174 2 0 27 29 +15 mins. 6 488 19 513 12 0 1 13 8 138 7 153 4 0 38 42
+30 mins. 8 470 19 497 10 1 2 13 16 164 11 191 6 0 31 37 +45 mins. 4 396 15 415 9 1 0 10 12 153 13 178 4 2 31 37 Total Volume 27 1770 67 1864 41 3 4 48 47 608 41 696 16 2 127 145 % App. Total 1.4 95 3.6 85.4 6.2 8.3 6.8 87.4 5.9 11 1.4 87.6 PHF .750 .907 .882 .908 .854 .750 .500 .923 .734 .927 .788 .911 .667 .250 .836 .863 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-42
Item Number: 1.

Page 1208 of 2902 ends

File Name : 03_DHS_PAPAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Groups Printed- Passenger Vehicles
Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 07:00 AM 8 408 14 430 7 1 1 9 8 122 1 131 2 0 20 22 592 07:15 AM 6 480 14 500 9 0 1 10 9 146 10 165 4 0 31 35 710 07:30 AM 4 464 17 485 8 1 2 11 7 122 6 135 2 0 30 32 663 07:45 AM 4 383 14 401 7 1 0 8 13 157 11 181 4 2 29 35 625 Total 22 1735 59 1816 31 3 4 38 37 547 28 612 12 2 110 124 2590 08:00 AM 5 350 16 371 9 0 3 12 11 144 10 165 6 0 18 24 572 08:15 AM 4 371 11 386 10 0 0 10 14 140 8 162 4 0 30 34 592 08:30 AM 2 351 6 359 4 0 0 4 9 119 7 135 8 0 15 23 521
08:45 AM 3 300 10 313 5 1 3 9 7 151 9 167 7 0 23 30 519 Total 14 1372 43 1429 28 1 6 35 41 554 34 629 25 0 86 111 2204 Grand Total 36 3107 102 3245 59 4 10 73 78 1101 62 1241 37 2 196 235 4794 Apprch % 1.1 95.7 3.1 80.8 5.5 13.7 6.3 88.7 5 15.7 0.9 83.4 Total % 0.8 64.8 2.1 67.7 1.2 0.1 0.2 1.5 1.6 23 1.3 25.9 0.8 0 4.1 4.9 Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 8 408 14 430 7 1 1 9 8 122 1 131 2 0 20 22 592 07:15 AM 6 480 14 500 9 0 1 10 9 146 10 165 4 0 31 35 710 07:30 AM 4 464 17 485 8 1 2 11 7 122 6 135 2 0 30 32 663 07:45 AM 4 383 14 401 7 1 0 8 13 157 11 181 4 2 29 35 625 Total Volume 22 1735 59 1816 31 3 4 38 37 547 28 612 12 2 110 124 2590 % App. Total 1.2 95.5 3.2 81.6 7.9 10.5 6 89.4 4.6 9.7 1.6 88.7 PHF .688 .904 .868 .908 .861 .750 .500 .864 .712 .871 .636 .845 .750 .250 .887 .886 .912 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-43
Item Number: 1.

Page 1209 of 2902 ends

File Name : 03_DHS_PAPAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Palm Drive
Paul Road
Paul Road
Palm Drive
Right
59 Thru
1735
Left
22 Out In Total
563 1816 2379
Right
4 Thru
3 Left
31 Out Total In
52 38 90
Left
37 Thru
547
Right
28 Out In Total
1876 612 2488
Left
12 Thru
2 Right
110
Total Out In
99 124 223
Peak Hour Begins at 07:00 AM
Passenger Vehicles
Peak Hour Data
North
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. 8 408 14 430 7 1 1 9 8 122 1 131 2 0 20 22
+15 mins. 6 480 14 500 9 0 1 10 9 146 10 165 4 0 31 35
+30 mins. 4 464 17 485 8 1 2 11 7 122 6 135 2 0 30 32
+45 mins. 4 383 14 401 7 1 0 8 13 157 11 181 4 2 29 35
Total Volume 22 1735 59 1816 31 3 4 38 37 547 28 612 12 2 110 124 % App. Total 1.2 95.5 3.2 81.6 7.9 10.5 6 89.4 4.6 9.7 1.6 88.7 PHF .688 .904 .868 .908 .861 .750 .500 .864 .712 .871 .636 .845 .750 .250 .887 .886 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-44
Item Number: 1.

Page 1210 of 2902 ends

File Name : 03_DHS_PAPAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 07:00 AM 1 8 0 9 2 0 0 2 1 9 1 11 0 0 3 3 25
07:15 AM 0 8 5 13 2 0 0 2 0 7 0 7 0 0 5 5 27
07:30 AM 4 5 2 11 2 0 0 2 0 10 0 10 2 0 1 3 26
07:45 AM 0 11 1 12 2 0 0 2 1 2 0 3 0 0 1 1 18
Total 5 32 8 45 8 0 0 8 2 28 1 31 2 0 10 12 96
08:00 AM 0 7 1 8 0 0 0 0 0 4 2 6 0 0 1 1 15
08:15 AM 0 12 0 12 2 0 0 2 1 3 3 7 0 0 1 1 22
08:30 AM 0 3 0 3 1 0 0 1 0 6 1 7 0 0 0 0 11
08:45 AM 0 8 0 8 0 0 0 0 2 2 0 4 1 0 2 3 15
Total 0 30 1 31 3 0 0 3 3 15 6 24 1 0 4 5 63
Grand Total 5 62 9 76 11 0 0 11 5 43 7 55 3 0 14 17 159 Apprch % 6.6 81.6 11.8 100 0 0 9.1 78.2 12.7 17.6 0 82.4 Total % 3.1 39 5.7 47.8 6.9 0 0 6.9 3.1 27 4.4 34.6 1.9 0 8.8 10.7 Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 1 8 0 9 2 0 0 2 1 9 1 11 0 0 3 3 25
07:15 AM 0 8 5 13 2 0 0 2 0 7 0 7 0 0 5 5 27
07:30 AM 4 5 2 11 2 0 0 2 0 10 0 10 2 0 1 3 26
07:45 AM 0 11 1 12 2 0 0 2 1 2 0 3 0 0 1 1 18
Total Volume 5 32 8 45 8 0 0 8 2 28 1 31 2 0 10 12 96
% App. Total 11.1 71.1 17.8 100 0 0 6.5 90.3 3.2 16.7 0 83.3 PHF .313 .727 .400 .865 1.00 .000 .000 1.00 .500 .700 .250 .705 .250 .000 .500 .600 .889 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-45
Item Number: 1.

Page 1211 of 2902 ends

File Name : 03_DHS_PAPAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Palm Drive
Paul Road
Paul Road
Palm Drive
Right
8 Thru
32 Left
5 Out In Total
30 45 75
Right
0 Thru
0 Left
8 Out Total In
6 8 14
Left
2 Thru
28 Right
1 Out In Total
50 31 81
Left
2 Thru
0 Right
10 Total Out In
10 12 22
Peak Hour Begins at 07:00 AM
Large 2 Axle Vehicles
Peak Hour Data
North
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. 1 8 0 9 2 0 0 2 1 9 1 11 0 0 3 3
+15 mins. 0 8 5 13 2 0 0 2 0 7 0 7 0 0 5 5
+30 mins. 4 5 2 11 2 0 0 2 0 10 0 10 2 0 1 3
+45 mins. 0 11 1 12 2 0 0 2 1 2 0 3 0 0 1 1
Total Volume 5 32 8 45 8 0 0 8 2 28 1 31 2 0 10 12
% App. Total 11.1 71.1 17.8 100 0 0 6.5 90.3 3.2 16.7 0 83.3 PHF .313 .727 .400 .865 1.000 .000 .000 1.000 .500 .700 .250 .705 .250 .000 .500 .600 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-46
Item Number: 1.

Page 1212 of 2902 ends

File Name : 03_DHS_PAPAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2
07:30 AM 0 0 0 0 0 0 0 0 0 3 1 4 2 0 0 2 6
07:45 AM 0 2 0 2 0 0 0 0 0 3 0 3 0 0 0 0 5
Total 0 2 0 2 0 0 0 0 2 6 1 9 2 0 0 2 13
08:00 AM 0 1 0 1 0 0 0 0 0 2 1 3 0 0 0 0 4
08:15 AM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4
08:30 AM 0 3 0 3 0 0 0 0 0 4 0 4 0 0 0 0 7
08:45 AM 0 1 0 1 0 0 0 0 1 3 0 4 0 0 0 0 5
Total 0 8 0 8 0 0 0 0 1 10 1 12 0 0 0 0 20
Grand Total 0 10 0 10 0 0 0 0 3 16 2 21 2 0 0 2 33
Apprch % 0 100 0 0 0 0 14.3 76.2 9.5 100 0 0
Total % 0 30.3 0 30.3 0 0 0 0 9.1 48.5 6.1 63.6 6.1 0 0 6.1 Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 2
07:30 AM 0 0 0 0 0 0 0 0 0 3 1 4 2 0 0 2 6
07:45 AM 0 2 0 2 0 0 0 0 0 3 0 3 0 0 0 0 5
Total Volume 0 2 0 2 0 0 0 0 2 6 1 9 2 0 0 2 13
% App. Total 0 100 0 0 0 0 22.2 66.7 11.1 100 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .250 .500 .250 .563 .250 .000 .000 .250 .542 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-47
Item Number: 1.

Page 1213 of 2902 ends

File Name : 03_DHS_PAPAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Palm Drive
Paul Road
Paul Road
Palm Drive
Right
0 Thru
2 Left
0 Out In Total
8 2 10
Right
0 Thru
0 Left
0 Out Total In
1 0 1
Left
2 Thru
6 Right
1 Out In Total
2 9 11
Left
2 Thru
0 Right
0 Total Out In
2 2 4
Peak Hour Begins at 07:00 AM
3 Axle Vehicles
Peak Hour Data
North
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 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 3 1 4 2 0 0 2
+45 mins. 0 2 0 2 0 0 0 0 0 3 0 3 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 2 6 1 9 2 0 0 2
% App. Total 0 100 0 0 0 0 22.2 66.7 11.1 100 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .250 .500 .250 .563 .250 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-48
Item Number: 1.

Page 1214 of 2902 ends

File Name : 03_DHS_PAPAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 07:00 AM 0 0 0 0 1 0 0 1 0 3 0 3 0 0 4 4 8
07:15 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 3
07:30 AM 0 1 0 1 0 0 0 0 1 3 0 4 0 0 0 0 5
07:45 AM 0 0 0 0 0 0 0 0 2 2 0 4 0 0 1 1 5
Total 0 1 0 1 2 0 0 2 3 8 0 11 0 0 7 7 21
08:00 AM 0 2 0 2 0 0 0 0 1 3 0 4 0 0 2 2 8
08:15 AM 0 2 0 2 0 0 0 0 1 3 0 4 0 0 2 2 8
08:30 AM 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 6
08:45 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
Total 0 5 0 5 0 0 0 0 2 13 0 15 0 0 4 4 24
Grand Total 0 6 0 6 2 0 0 2 5 21 0 26 0 0 11 11 45
Apprch % 0 100 0 100 0 0 19.2 80.8 0 0 0 100
Total % 0 13.3 0 13.3 4.4 0 0 4.4 11.1 46.7 0 57.8 0 0 24.4 24.4 Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 1 0 0 1 0 3 0 3 0 0 4 4 8
07:15 AM 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2 3
07:30 AM 0 1 0 1 0 0 0 0 1 3 0 4 0 0 0 0 5
07:45 AM 0 0 0 0 0 0 0 0 2 2 0 4 0 0 1 1 5
Total Volume 0 1 0 1 2 0 0 2 3 8 0 11 0 0 7 7 21
% App. Total 0 100 0 100 0 0 27.3 72.7 0 0 0 100
PHF .000 .250 .000 .250 .500 .000 .000 .500 .375 .667 .000 .688 .000 .000 .438 .438 .656 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-49
Item Number: 1.

Page 1215 of 2902 ends

File Name : 03_DHS_PAPAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Palm Drive
Paul Road
Paul Road
Palm Drive
Right
0 Thru
1 Left
0 Out In Total
8 1 9
Right
0 Thru
0 Left
2 Out Total In
0 2 2
Left
3 Thru
8 Right
0 Out In Total
10 11 21
Left
0 Thru
0 Right
7 Total Out In
3 7 10
Peak Hour Begins at 07:00 AM
4+ Axle Trucks
Peak Hour Data
North
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 1 0 0 1 0 3 0 3 0 0 4 4
+15 mins. 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 2
+30 mins. 0 1 0 1 0 0 0 0 1 3 0 4 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 2 2 0 4 0 0 1 1
Total Volume 0 1 0 1 2 0 0 2 3 8 0 11 0 0 7 7
% App. Total 0 100 0 100 0 0 27.3 72.7 0 0 0 100
PHF .000 .250 .000 .250 .500 .000 .000 .500 .375 .667 .000 .688 .000 .000 .438 .438 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-50
Item Number: 1.

Page 1216 of 2902 ends

File Name : 03_DHS_PAPAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 04:00 PM 3 300 7 310 10 1 1 12 32 447 17 496 10 0 21 31 849 04:15 PM 4 283 7 294 10 1 1 12 33 457 15 505 19 1 21 41 852 04:30 PM 0 235 6 241 10 1 0 11 26 431 11 468 18 1 15 34 754 04:45 PM 5 278 7 290 3 2 2 7 22 423 11 456 14 1 20 35 788 Total 12 1096 27 1135 33 5 4 42 113 1758 54 1925 61 3 77 141 3243 05:00 PM 4 240 9 253 12 4 2 18 15 401 17 433 13 1 25 39 743 05:15 PM 0 186 7 193 3 0 2 5 29 472 11 512 22 0 20 42 752 05:30 PM 2 234 11 247 4 1 1 6 27 408 17 452 17 0 15 32 737 05:45 PM 4 205 6 215 3 1 1 5 17 382 13 412 13 0 24 37 669 Total 10 865 33 908 22 6 6 34 88 1663 58 1809 65 1 84 150 2901 Grand Total 22 1961 60 2043 55 11 10 76 201 3421 112 3734 126 4 161 291 6144 Apprch % 1.1 96 2.9 72.4 14.5 13.2 5.4 91.6 3 43.3 1.4 55.3 Total % 0.4 31.9 1 33.3 0.9 0.2 0.2 1.2 3.3 55.7 1.8 60.8 2.1 0.1 2.6 4.7 Passenger Vehicles 22 1904 59 1985 54 10 10 74 179 3358 107 3644 124 4 139 267 5970 % Passenger Vehicles 100 97.1 98.3 97.2 98.2 90.9 100 97.4 89.1 98.2 95.5 97.6 98.4 100 86.3 91.8 97.2 Large 2 Axle Vehicles 0 46 1 47 1 1 0 2 9 56 5 70 2 0 7 9 128 % Large 2 Axle Vehicles 0 2.3 1.7 2.3 1.8 9.1 0 2.6 4.5 1.6 4.5 1.9 1.6 0 4.3 3.1 2.1 3 Axle Vehicles 0 10 0 10 0 0 0 0 2 3 0 5 0 0 3 3 18
% 3 Axle Vehicles 0 0.5 0 0.5 0 0 0 0 1 0.1 0 0.1 0 0 1.9 1 0.3 4+ Axle Trucks 0 1 0 1 0 0 0 0 11 4 0 15 0 0 12 12 28
% 4+ Axle Trucks 0 0.1 0 0 0 0 0 0 5.5 0.1 0 0.4 0 0 7.5 4.1 0.5 Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 3 300 7 310 10 1 1 12 32 447 17 496 10 0 21 31 849 04:15 PM 4 283 7 294 10 1 1 12 33 457 15 505 19 1 21 41 852 04:30 PM 0 235 6 241 10 1 0 11 26 431 11 468 18 1 15 34 754 04:45 PM 5 278 7 290 3 2 2 7 22 423 11 456 14 1 20 35 788 Total Volume 12 1096 27 1135 33 5 4 42 113 1758 54 1925 61 3 77 141 3243 % App. Total 1.1 96.6 2.4 78.6 11.9 9.5 5.9 91.3 2.8 43.3 2.1 54.6 PHF .600 .913 .964 .915 .825 .625 .500 .875 .856 .962 .794 .953 .803 .750 .917 .860 .952 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-51
Item Number: 1.

Page 1217 of 2902 ends

File Name : 03_DHS_PAPAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Palm Drive
Paul Road
Paul Road
Palm Drive
Right
27 Thru
1096
Left
12 Out In Total
1823 1135 2958
Right
4 Thru
5 Left
33 Out Total In
69 42 111
Left
113
Thru
1758
Right
54 Out In Total
1206 1925 3131
Left
61 Thru
3 Right
77 Total Out In
145 141 286
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
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 04:15 PM 04:00 PM 04:30 PM
+0 mins. 3 300 7 310 10 1 1 12 32 447 17 496 18 1 15 34 +15 mins. 4 283 7 294 10 1 0 11 33 457 15 505 14 1 20 35 +30 mins. 0 235 6 241 3 2 2 7 26 431 11 468 13 1 25 39
+45 mins. 5 278 7 290 12 4 2 18 22 423 11 456 22 0 20 42 Total Volume 12 1096 27 1135 35 8 5 48 113 1758 54 1925 67 3 80 150 % App. Total 1.1 96.6 2.4 72.9 16.7 10.4 5.9 91.3 2.8 44.7 2 53.3 PHF .600 .913 .964 .915 .729 .500 .625 .667 .856 .962 .794 .953 .761 .750 .800 .893 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-52
Item Number: 1.

Page 1218 of 2902 ends

File Name : 03_DHS_PAPAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Groups Printed- Passenger Vehicles
Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 04:00 PM 3 294 7 304 10 1 1 12 28 439 16 483 10 0 20 30 829 04:15 PM 4 268 7 279 10 0 1 11 29 453 13 495 18 1 20 39 824 04:30 PM 0 223 6 229 10 1 0 11 22 420 11 453 18 1 12 31 724 04:45 PM 5 269 6 280 3 2 2 7 18 414 11 443 14 1 16 31 761 Total 12 1054 26 1092 33 4 4 41 97 1726 51 1874 60 3 68 131 3138 05:00 PM 4 236 9 249 12 4 2 18 15 391 17 423 13 1 20 34 724 05:15 PM 0 183 7 190 3 0 2 5 26 463 11 500 21 0 16 37 732 05:30 PM 2 231 11 244 4 1 1 6 25 402 16 443 17 0 15 32 725 05:45 PM 4 200 6 210 2 1 1 4 16 376 12 404 13 0 20 33 651 Total 10 850 33 893 21 6 6 33 82 1632 56 1770 64 1 71 136 2832 Grand Total 22 1904 59 1985 54 10 10 74 179 3358 107 3644 124 4 139 267 5970 Apprch % 1.1 95.9 3 73 13.5 13.5 4.9 92.2 2.9 46.4 1.5 52.1 Total % 0.4 31.9 1 33.2 0.9 0.2 0.2 1.2 3 56.2 1.8 61 2.1 0.1 2.3 4.5 Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 3 294 7 304 10 1 1 12 28 439 16 483 10 0 20 30 829 04:15 PM 4 268 7 279 10 0 1 11 29 453 13 495 18 1 20 39 824 04:30 PM 0 223 6 229 10 1 0 11 22 420 11 453 18 1 12 31 724 04:45 PM 5 269 6 280 3 2 2 7 18 414 11 443 14 1 16 31 761 Total Volume 12 1054 26 1092 33 4 4 41 97 1726 51 1874 60 3 68 131 3138 % App. Total 1.1 96.5 2.4 80.5 9.8 9.8 5.2 92.1 2.7 45.8 2.3 51.9 PHF .600 .896 .929 .898 .825 .500 .500 .854 .836 .953 .797 .946 .833 .750 .850 .840 .946 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-53
Item Number: 1.

Page 1219 of 2902 ends

File Name : 03_DHS_PAPAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Palm Drive
Paul Road
Paul Road
Palm Drive
Right
26 Thru
1054
Left
12 Out In Total
1790 1092 2882
Right
4 Thru
4 Left
33 Out Total In
66 41 107
Left
97 Thru
1726
Right
51 Out In Total
1155 1874 3029
Left
60 Thru
3 Right
68 Total Out In
127 131 258
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Peak Hour Data
North
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. 3 294 7 304 10 1 1 12 28 439 16 483 10 0 20 30 +15 mins. 4 268 7 279 10 0 1 11 29 453 13 495 18 1 20 39 +30 mins. 0 223 6 229 10 1 0 11 22 420 11 453 18 1 12 31 +45 mins. 5 269 6 280 3 2 2 7 18 414 11 443 14 1 16 31
Total Volume 12 1054 26 1092 33 4 4 41 97 1726 51 1874 60 3 68 131 % App. Total 1.1 96.5 2.4 80.5 9.8 9.8 5.2 92.1 2.7 45.8 2.3 51.9 PHF .600 .896 .929 .898 .825 .500 .500 .854 .836 .953 .797 .946 .833 .750 .850 .840 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-54
Item Number: 1.

Page 1220 of 2902 ends

File Name : 03_DHS_PAPAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 04:00 PM 0 5 0 5 0 0 0 0 0 6 1 7 0 0 0 0 12
04:15 PM 0 13 0 13 0 1 0 1 3 4 2 9 1 0 0 1 24
04:30 PM 0 7 0 7 0 0 0 0 1 10 0 11 0 0 1 1 19
04:45 PM 0 8 1 9 0 0 0 0 2 9 0 11 0 0 1 1 21
Total 0 33 1 34 0 1 0 1 6 29 3 38 1 0 2 3 76
05:00 PM 0 3 0 3 0 0 0 0 0 7 0 7 0 0 2 2 12
05:15 PM 0 3 0 3 0 0 0 0 1 9 0 10 1 0 1 2 15
05:30 PM 0 3 0 3 0 0 0 0 1 6 1 8 0 0 0 0 11
05:45 PM 0 4 0 4 1 0 0 1 1 5 1 7 0 0 2 2 14
Total 0 13 0 13 1 0 0 1 3 27 2 32 1 0 5 6 52
Grand Total 0 46 1 47 1 1 0 2 9 56 5 70 2 0 7 9 128
Apprch % 0 97.9 2.1 50 50 0 12.9 80 7.1 22.2 0 77.8
Total % 0 35.9 0.8 36.7 0.8 0.8 0 1.6 7 43.8 3.9 54.7 1.6 0 5.5 7 Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 5 0 5 0 0 0 0 0 6 1 7 0 0 0 0 12
04:15 PM 0 13 0 13 0 1 0 1 3 4 2 9 1 0 0 1 24
04:30 PM 0 7 0 7 0 0 0 0 1 10 0 11 0 0 1 1 19
04:45 PM 0 8 1 9 0 0 0 0 2 9 0 11 0 0 1 1 21
Total Volume 0 33 1 34 0 1 0 1 6 29 3 38 1 0 2 3 76
% App. Total 0 97.1 2.9 0 100 0 15.8 76.3 7.9 33.3 0 66.7 PHF .000 .635 .250 .654 .000 .250 .000 .250 .500 .725 .375 .864 .250 .000 .500 .750 .792 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-55
Item Number: 1.

Page 1221 of 2902 ends

File Name : 03_DHS_PAPAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Palm Drive
Paul Road
Paul Road
Palm Drive
Right
1 Thru
33 Left
0 Out In Total
30 34 64
Right
0 Thru
1 Left
0 Out Total In
3 1 4
Left
6 Thru
29 Right
3 Out In Total
35 38 73
Left
1 Thru
0 Right
2 Total Out In
8 3 11
Peak Hour Begins at 04:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
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 5 0 5 0 0 0 0 0 6 1 7 0 0 0 0
+15 mins. 0 13 0 13 0 1 0 1 3 4 2 9 1 0 0 1
+30 mins. 0 7 0 7 0 0 0 0 1 10 0 11 0 0 1 1
+45 mins. 0 8 1 9 0 0 0 0 2 9 0 11 0 0 1 1
Total Volume 0 33 1 34 0 1 0 1 6 29 3 38 1 0 2 3
% App. Total 0 97.1 2.9 0 100 0 15.8 76.3 7.9 33.3 0 66.7 PHF .000 .635 .250 .654 .000 .250 .000 .250 .500 .725 .375 .864 .250 .000 .500 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-56
Item Number: 1.

Page 1222 of 2902 ends

File Name : 03_DHS_PAPAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 04:00 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
04:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
04:30 PM 0 4 0 4 0 0 0 0 0 0 0 0 0 0 1 1 5
04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 8 0 8 0 0 0 0 0 2 0 2 0 0 1 1 11
05:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2
05:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1
05:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 1 2
Total 0 2 0 2 0 0 0 0 2 1 0 3 0 0 2 2 7
Grand Total 0 10 0 10 0 0 0 0 2 3 0 5 0 0 3 3 18
Apprch % 0 100 0 0 0 0 40 60 0 0 0 100
Total % 0 55.6 0 55.6 0 0 0 0 11.1 16.7 0 27.8 0 0 16.7 16.7 Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
04:15 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
04:30 PM 0 4 0 4 0 0 0 0 0 0 0 0 0 0 1 1 5
04:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total Volume 0 8 0 8 0 0 0 0 0 2 0 2 0 0 1 1 11
% App. Total 0 100 0 0 0 0 0 100 0 0 0 100
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .250 .250 .550 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-57
Item Number: 1.

Page 1223 of 2902 ends

File Name : 03_DHS_PAPAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Palm Drive
Paul Road
Paul Road
Palm Drive
Right
0 Thru
8 Left
0 Out In Total
2 8 10
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
2 Right
0 Out In Total
9 2 11
Left
0 Thru
0 Right
1 Total Out In
0 1 1
Peak Hour Begins at 04:00 PM
3 Axle Vehicles
Peak Hour Data
North
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 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0
+15 mins. 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 4 0 4 0 0 0 0 0 0 0 0 0 0 1 1
+45 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 8 0 8 0 0 0 0 0 2 0 2 0 0 1 1
% App. Total 0 100 0 0 0 0 0 100 0 0 0 100
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-58
Item Number: 1.

Page 1224 of 2902 ends

File Name : 03_DHS_PAPAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 04:00 PM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 1 1 5
04:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2
04:30 PM 0 1 0 1 0 0 0 0 3 1 0 4 0 0 1 1 6
04:45 PM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 3 3 5
Total 0 1 0 1 0 0 0 0 10 1 0 11 0 0 6 6 18
05:00 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 3 3 5
05:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 2 3
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 2
Total 0 0 0 0 0 0 0 0 1 3 0 4 0 0 6 6 10
Grand Total 0 1 0 1 0 0 0 0 11 4 0 15 0 0 12 12 28
Apprch % 0 100 0 0 0 0 73.3 26.7 0 0 0 100
Total % 0 3.6 0 3.6 0 0 0 0 39.3 14.3 0 53.6 0 0 42.9 42.9 Palm Drive
Southbound
Paul Road
Westbound
Palm Drive
Northbound
Paul Road
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 0 0 0 4 0 0 4 0 0 1 1 5
04:15 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1 2
04:30 PM 0 1 0 1 0 0 0 0 3 1 0 4 0 0 1 1 6
04:45 PM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 3 3 5
Total Volume 0 1 0 1 0 0 0 0 10 1 0 11 0 0 6 6 18
% App. Total 0 100 0 0 0 0 90.9 9.1 0 0 0 100
PHF .000 .250 .000 .250 .000 .000 .000 .000 .625 .250 .000 .688 .000 .000 .500 .500 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-59
Item Number: 1.

Page 1225 of 2902 ends

File Name : 03_DHS_PAPAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Paul Road
Weather: Clear
Palm Drive
Paul Road
Paul Road
Palm Drive
Right
0 Thru
1 Left
0 Out In Total
1 1 2
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
10 Thru
1 Right
0 Out In Total
7 11 18
Left
0 Thru
0 Right
6 Total Out In
10 6 16
Peak Hour Begins at 04:00 PM
4+ Axle Trucks
Peak Hour Data
North
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 0 0 0 4 0 0 4 0 0 1 1
+15 mins. 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 1
+30 mins. 0 1 0 1 0 0 0 0 3 1 0 4 0 0 1 1
+45 mins. 0 0 0 0 0 0 0 0 2 0 0 2 0 0 3 3
Total Volume 0 1 0 1 0 0 0 0 10 1 0 11 0 0 6 6
% App. Total 0 100 0 0 0 0 90.9 9.1 0 0 0 100
PHF .000 .250 .000 .250 .000 .000 .000 .000 .625 .250 .000 .688 .000 .000 .500 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-60
Item Number: 1.

Page 1226 of 2902 ends

File Name : 04_DHS_PAVAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 07:00 AM 4 415 0 419 24 0 4 28 0 130 0 130 0 1 0 1 578
07:15 AM 5 505 1 511 25 0 5 30 0 160 4 164 0 0 0 0 705
07:30 AM 7 489 0 496 21 0 6 27 1 145 4 150 1 0 1 2 675
07:45 AM 8 395 2 405 17 1 3 21 0 165 7 172 1 0 1 2 600
Total 24 1804 3 1831 87 1 18 106 1 600 15 616 2 1 2 5 2558 08:00 AM 9 375 0 384 13 0 4 17 0 163 8 171 0 0 0 0 572
08:15 AM 10 370 0 380 15 0 4 19 0 135 6 141 0 0 0 0 540 08:30 AM 12 365 1 378 13 0 3 16 1 147 11 159 0 0 2 2 555 08:45 AM 10 304 0 314 14 0 4 18 0 165 8 173 0 0 0 0 505 Total 41 1414 1 1456 55 0 15 70 1 610 33 644 0 0 2 2 2172 Grand Total 65 3218 4 3287 142 1 33 176 2 1210 48 1260 2 1 4 7 4730 Apprch % 2 97.9 0.1 80.7 0.6 18.8 0.2 96 3.8 28.6 14.3 57.1 Total % 1.4 68 0.1 69.5 3 0 0.7 3.7 0 25.6 1 26.6 0 0 0.1 0.1 Passenger Vehicles 60 3124 4 3188 133 1 29 163 1 1148 29 1178 1 1 4 6 4535 % Passenger Vehicles 92.3 97.1 100 97 93.7 100 87.9 92.6 50 94.9 60.4 93.5 50 100 100 85.7 95.9 Large 2 Axle Vehicles 3 79 0 82 7 0 2 9 0 43 2 45 0 0 0 0 136 % Large 2 Axle Vehicles 4.6 2.5 0 2.5 4.9 0 6.1 5.1 0 3.6 4.2 3.6 0 0 0 0 2.9 3 Axle Vehicles 2 8 0 10 2 0 1 3 0 15 3 18 0 0 0 0 31
% 3 Axle Vehicles 3.1 0.2 0 0.3 1.4 0 3 1.7 0 1.2 6.2 1.4 0 0 0 0 0.7 4+ Axle Trucks 0 7 0 7 0 0 1 1 1 4 14 19 1 0 0 1 28
% 4+ Axle Trucks 0 0.2 0 0.2 0 0 3 0.6 50 0.3 29.2 1.5 50 0 0 14.3 0.6 Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 4 415 0 419 24 0 4 28 0 130 0 130 0 1 0 1 578
07:15 AM 5 505 1 511 25 0 5 30 0 160 4 164 0 0 0 0 705
07:30 AM 7 489 0 496 21 0 6 27 1 145 4 150 1 0 1 2 675
07:45 AM 8 395 2 405 17 1 3 21 0 165 7 172 1 0 1 2 600
Total Volume 24 1804 3 1831 87 1 18 106 1 600 15 616 2 1 2 5 2558 % App. Total 1.3 98.5 0.2 82.1 0.9 17 0.2 97.4 2.4 40 20 40 PHF .750 .893 .375 .896 .870 .250 .750 .883 .250 .909 .536 .895 .500 .250 .500 .625 .907 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-61
Item Number: 1.

Page 1227 of 2902 ends

File Name : 04_DHS_PAVAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Palm Drive
Varner Road
Varner Road
Palm Drive
Right
3 Thru
1804
Left
24 Out In Total
620 1831 2451
Right
18 Thru
1 Left
87 Out Total In
40 106 146
Left
1 Thru
600
Right
15 Out In Total
1893 616 2509
Left
2 Thru
1 Right
2 Total Out In
5 5 10
Peak Hour Begins at 07:00 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
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 07:15 AM 07:00 AM
+0 mins. 4 415 0 419 24 0 4 28 0 160 4 164 0 1 0 1
+15 mins. 5 505 1 511 25 0 5 30 1 145 4 150 0 0 0 0
+30 mins. 7 489 0 496 21 0 6 27 0 165 7 172 1 0 1 2
+45 mins. 8 395 2 405 17 1 3 21 0 163 8 171 1 0 1 2
Total Volume 24 1804 3 1831 87 1 18 106 1 633 23 657 2 1 2 5 % App. Total 1.3 98.5 0.2 82.1 0.9 17 0.2 96.3 3.5 40 20 40 PHF .750 .893 .375 .896 .870 .250 .750 .883 .250 .959 .719 .955 .500 .250 .500 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-62
Item Number: 1.

Page 1228 of 2902 ends

File Name : 04_DHS_PAVAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Groups Printed- Passenger Vehicles
Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 07:00 AM 4 408 0 412 21 0 4 25 0 123 0 123 0 1 0 1 561
07:15 AM 4 490 1 495 23 0 5 28 0 151 3 154 0 0 0 0 677
07:30 AM 7 474 0 481 21 0 4 25 0 129 3 132 0 0 1 1 639
07:45 AM 8 381 2 391 16 1 3 20 0 160 3 163 1 0 1 2 576
Total 23 1753 3 1779 81 1 16 98 0 563 9 572 1 1 2 4 2453 08:00 AM 7 363 0 370 13 0 4 17 0 158 5 163 0 0 0 0 550
08:15 AM 10 355 0 365 13 0 3 16 0 128 4 132 0 0 0 0 513 08:30 AM 10 358 1 369 13 0 3 16 1 138 5 144 0 0 2 2 531 08:45 AM 10 295 0 305 13 0 3 16 0 161 6 167 0 0 0 0 488 Total 37 1371 1 1409 52 0 13 65 1 585 20 606 0 0 2 2 2082 Grand Total 60 3124 4 3188 133 1 29 163 1 1148 29 1178 1 1 4 6 4535 Apprch % 1.9 98 0.1 81.6 0.6 17.8 0.1 97.5 2.5 16.7 16.7 66.7 Total % 1.3 68.9 0.1 70.3 2.9 0 0.6 3.6 0 25.3 0.6 26 0 0 0.1 0.1 Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 4 408 0 412 21 0 4 25 0 123 0 123 0 1 0 1 561
07:15 AM 4 490 1 495 23 0 5 28 0 151 3 154 0 0 0 0 677
07:30 AM 7 474 0 481 21 0 4 25 0 129 3 132 0 0 1 1 639
07:45 AM 8 381 2 391 16 1 3 20 0 160 3 163 1 0 1 2 576
Total Volume 23 1753 3 1779 81 1 16 98 0 563 9 572 1 1 2 4 2453 % App. Total 1.3 98.5 0.2 82.7 1 16.3 0 98.4 1.6 25 25 50 PHF .719 .894 .375 .898 .880 .250 .800 .875 .000 .880 .750 .877 .250 .250 .500 .500 .906 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-63
Item Number: 1.

Page 1229 of 2902 ends

File Name : 04_DHS_PAVAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Palm Drive
Varner Road
Varner Road
Palm Drive
Right
3 Thru
1753
Left
23 Out In Total
580 1779 2359
Right
16 Thru
1 Left
81 Out Total In
33 98 131
Left
0 Thru
563
Right
9 Out In Total
1836 572 2408
Left
1 Thru
1 Right
2 Total Out In
4 4 8
Peak Hour Begins at 07:00 AM
Passenger Vehicles
Peak Hour Data
North
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. 4 408 0 412 21 0 4 25 0 123 0 123 0 1 0 1
+15 mins. 4 490 1 495 23 0 5 28 0 151 3 154 0 0 0 0
+30 mins. 7 474 0 481 21 0 4 25 0 129 3 132 0 0 1 1
+45 mins. 8 381 2 391 16 1 3 20 0 160 3 163 1 0 1 2
Total Volume 23 1753 3 1779 81 1 16 98 0 563 9 572 1 1 2 4 % App. Total 1.3 98.5 0.2 82.7 1 16.3 0 98.4 1.6 25 25 50 PHF .719 .894 .375 .898 .880 .250 .800 .875 .000 .880 .750 .877 .250 .250 .500 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-64
Item Number: 1.

Page 1230 of 2902 ends

File Name : 04_DHS_PAVAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 07:00 AM 0 6 0 6 3 0 0 3 0 6 0 6 0 0 0 0 15
07:15 AM 1 15 0 16 2 0 0 2 0 8 1 9 0 0 0 0 27
07:30 AM 0 14 0 14 0 0 2 2 0 10 0 10 0 0 0 0 26
07:45 AM 0 11 0 11 1 0 0 1 0 3 0 3 0 0 0 0 15
Total 1 46 0 47 6 0 2 8 0 27 1 28 0 0 0 0 83
08:00 AM 0 9 0 9 0 0 0 0 0 2 1 3 0 0 0 0 12
08:15 AM 0 12 0 12 1 0 0 1 0 5 0 5 0 0 0 0 18
08:30 AM 2 4 0 6 0 0 0 0 0 5 0 5 0 0 0 0 11
08:45 AM 0 8 0 8 0 0 0 0 0 4 0 4 0 0 0 0 12
Total 2 33 0 35 1 0 0 1 0 16 1 17 0 0 0 0 53
Grand Total 3 79 0 82 7 0 2 9 0 43 2 45 0 0 0 0 136
Apprch % 3.7 96.3 0 77.8 0 22.2 0 95.6 4.4 0 0 0
Total % 2.2 58.1 0 60.3 5.1 0 1.5 6.6 0 31.6 1.5 33.1 0 0 0 0 Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 6 0 6 3 0 0 3 0 6 0 6 0 0 0 0 15
07:15 AM 1 15 0 16 2 0 0 2 0 8 1 9 0 0 0 0 27
07:30 AM 0 14 0 14 0 0 2 2 0 10 0 10 0 0 0 0 26
07:45 AM 0 11 0 11 1 0 0 1 0 3 0 3 0 0 0 0 15
Total Volume 1 46 0 47 6 0 2 8 0 27 1 28 0 0 0 0 83
% App. Total 2.1 97.9 0 75 0 25 0 96.4 3.6 0 0 0
PHF .250 .767 .000 .734 .500 .000 .250 .667 .000 .675 .250 .700 .000 .000 .000 .000 .769 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-65
Item Number: 1.

Page 1231 of 2902 ends

File Name : 04_DHS_PAVAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Palm Drive
Varner Road
Varner Road
Palm Drive
Right
0 Thru
46 Left
1 Out In Total
29 47 76
Right
2 Thru
0 Left
6 Out Total In
2 8 10
Left
0 Thru
27 Right
1 Out In Total
52 28 80
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:00 AM
Large 2 Axle Vehicles
Peak Hour Data
North
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 6 0 6 3 0 0 3 0 6 0 6 0 0 0 0
+15 mins. 1 15 0 16 2 0 0 2 0 8 1 9 0 0 0 0
+30 mins. 0 14 0 14 0 0 2 2 0 10 0 10 0 0 0 0
+45 mins. 0 11 0 11 1 0 0 1 0 3 0 3 0 0 0 0
Total Volume 1 46 0 47 6 0 2 8 0 27 1 28 0 0 0 0
% App. Total 2.1 97.9 0 75 0 25 0 96.4 3.6 0 0 0
PHF .250 .767 .000 .734 .500 .000 .250 .667 .000 .675 .250 .700 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-66
Item Number: 1.

Page 1232 of 2902 ends

File Name : 04_DHS_PAVAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 6
07:45 AM 0 2 0 2 0 0 0 0 0 1 2 3 0 0 0 0 5
Total 0 2 0 2 0 0 0 0 0 7 2 9 0 0 0 0 11
08:00 AM 2 2 0 4 0 0 0 0 0 2 0 2 0 0 0 0 6
08:15 AM 0 1 0 1 1 0 0 1 0 2 0 2 0 0 0 0 4
08:30 AM 0 3 0 3 0 0 0 0 0 4 0 4 0 0 0 0 7
08:45 AM 0 0 0 0 1 0 1 2 0 0 1 1 0 0 0 0 3
Total 2 6 0 8 2 0 1 3 0 8 1 9 0 0 0 0 20
Grand Total 2 8 0 10 2 0 1 3 0 15 3 18 0 0 0 0 31
Apprch % 20 80 0 66.7 0 33.3 0 83.3 16.7 0 0 0
Total % 6.5 25.8 0 32.3 6.5 0 3.2 9.7 0 48.4 9.7 58.1 0 0 0 0 Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 6
07:45 AM 0 2 0 2 0 0 0 0 0 1 2 3 0 0 0 0 5
Total Volume 0 2 0 2 0 0 0 0 0 7 2 9 0 0 0 0 11
% App. Total 0 100 0 0 0 0 0 77.8 22.2 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .292 .250 .375 .000 .000 .000 .000 .458 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-67
Item Number: 1.

Page 1233 of 2902 ends

File Name : 04_DHS_PAVAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Palm Drive
Varner Road
Varner Road
Palm Drive
Right
0 Thru
2 Left
0 Out In Total
7 2 9
Right
0 Thru
0 Left
0 Out Total In
2 0 2
Left
0 Thru
7 Right
2 Out In Total
2 9 11
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:00 AM
3 Axle Vehicles
Peak Hour Data
North
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 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0
+45 mins. 0 2 0 2 0 0 0 0 0 1 2 3 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 0 7 2 9 0 0 0 0
% App. Total 0 100 0 0 0 0 0 77.8 22.2 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .292 .250 .375 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-68
Item Number: 1.

Page 1234 of 2902 ends

File Name : 04_DHS_PAVAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 07:00 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:30 AM 0 1 0 1 0 0 0 0 1 0 1 2 1 0 0 1 4
07:45 AM 0 1 0 1 0 0 0 0 0 1 2 3 0 0 0 0 4
Total 0 3 0 3 0 0 0 0 1 3 3 7 1 0 0 1 11
08:00 AM 0 1 0 1 0 0 0 0 0 1 2 3 0 0 0 0 4
08:15 AM 0 2 0 2 0 0 1 1 0 0 2 2 0 0 0 0 5
08:30 AM 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0 6
08:45 AM 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2
Total 0 4 0 4 0 0 1 1 0 1 11 12 0 0 0 0 17
Grand Total 0 7 0 7 0 0 1 1 1 4 14 19 1 0 0 1 28
Apprch % 0 100 0 0 0 100 5.3 21.1 73.7 100 0 0
Total % 0 25 0 25 0 0 3.6 3.6 3.6 14.3 50 67.9 3.6 0 0 3.6 Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
07:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:30 AM 0 1 0 1 0 0 0 0 1 0 1 2 1 0 0 1 4
07:45 AM 0 1 0 1 0 0 0 0 0 1 2 3 0 0 0 0 4
Total Volume 0 3 0 3 0 0 0 0 1 3 3 7 1 0 0 1 11
% App. Total 0 100 0 0 0 0 14.3 42.9 42.9 100 0 0
PHF .000 .750 .000 .750 .000 .000 .000 .000 .250 .750 .375 .583 .250 .000 .000 .250 .688 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-69
Item Number: 1.

Page 1235 of 2902 ends

File Name : 04_DHS_PAVAAM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Palm Drive
Varner Road
Varner Road
Palm Drive
Right
0 Thru
3 Left
0 Out In Total
4 3 7
Right
0 Thru
0 Left
0 Out Total In
3 0 3
Left
1 Thru
3 Right
3 Out In Total
3 7 10
Left
1 Thru
0 Right
0 Total Out In
1 1 2
Peak Hour Begins at 07:00 AM
4+ Axle Trucks
Peak Hour Data
North
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 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 1 0 1 2 1 0 0 1
+45 mins. 0 1 0 1 0 0 0 0 0 1 2 3 0 0 0 0
Total Volume 0 3 0 3 0 0 0 0 1 3 3 7 1 0 0 1
% App. Total 0 100 0 0 0 0 14.3 42.9 42.9 100 0 0
PHF .000 .750 .000 .750 .000 .000 .000 .000 .250 .750 .375 .583 .250 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-70
Item Number: 1.

Page 1236 of 2902 ends

File Name : 04_DHS_PAVAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 04:00 PM 3 300 1 304 15 0 11 26 1 415 16 432 0 1 1 2 764 04:15 PM 4 290 0 294 7 0 6 13 0 471 10 481 0 0 0 0 788
04:30 PM 7 235 1 243 10 0 7 17 0 434 22 456 0 0 0 0 716 04:45 PM 6 272 0 278 14 0 7 21 2 441 13 456 0 0 1 1 756 Total 20 1097 2 1119 46 0 31 77 3 1761 61 1825 0 1 2 3 3024 05:00 PM 8 229 0 237 13 0 9 22 1 402 13 416 1 0 1 2 677 05:15 PM 5 207 1 213 8 0 11 19 1 496 17 514 0 1 1 2 748 05:30 PM 2 234 1 237 8 0 5 13 1 403 19 423 1 0 0 1 674
05:45 PM 4 205 0 209 7 0 7 14 0 393 8 401 0 0 1 1 625
Total 19 875 2 896 36 0 32 68 3 1694 57 1754 2 1 3 6 2724 Grand Total 39 1972 4 2015 82 0 63 145 6 3455 118 3579 2 2 5 9 5748 Apprch % 1.9 97.9 0.2 56.6 0 43.4 0.2 96.5 3.3 22.2 22.2 55.6 Total % 0.7 34.3 0.1 35.1 1.4 0 1.1 2.5 0.1 60.1 2.1 62.3 0 0 0.1 0.2 Passenger Vehicles 38 1923 4 1965 69 0 62 131 6 3387 110 3503 2 2 5 9 5608 % Passenger Vehicles 97.4 97.5 100 97.5 84.1 0 98.4 90.3 100 98 93.2 97.9 100 100 100 100 97.6 Large 2 Axle Vehicles 0 44 0 44 5 0 1 6 0 66 3 69 0 0 0 0 119 % Large 2 Axle Vehicles 0 2.2 0 2.2 6.1 0 1.6 4.1 0 1.9 2.5 1.9 0 0 0 0 2.1 3 Axle Vehicles 1 3 0 4 8 0 0 8 0 1 2 3 0 0 0 0 15
% 3 Axle Vehicles 2.6 0.2 0 0.2 9.8 0 0 5.5 0 0 1.7 0.1 0 0 0 0 0.3 4+ Axle Trucks 0 2 0 2 0 0 0 0 0 1 3 4 0 0 0 0 6
% 4+ Axle Trucks 0 0.1 0 0.1 0 0 0 0 0 0 2.5 0.1 0 0 0 0 0.1 Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 3 300 1 304 15 0 11 26 1 415 16 432 0 1 1 2 764 04:15 PM 4 290 0 294 7 0 6 13 0 471 10 481 0 0 0 0 788
04:30 PM 7 235 1 243 10 0 7 17 0 434 22 456 0 0 0 0 716 04:45 PM 6 272 0 278 14 0 7 21 2 441 13 456 0 0 1 1 756 Total Volume 20 1097 2 1119 46 0 31 77 3 1761 61 1825 0 1 2 3 3024 % App. Total 1.8 98 0.2 59.7 0 40.3 0.2 96.5 3.3 0 33.3 66.7 PHF .714 .914 .500 .920 .767 .000 .705 .740 .375 .935 .693 .949 .000 .250 .500 .375 .959 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-71
Item Number: 1.

Page 1237 of 2902 ends

File Name : 04_DHS_PAVAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Palm Drive
Varner Road
Varner Road
Palm Drive
Right
2 Thru
1097
Left
20 Out In Total
1792 1119 2911
Right
31 Thru
0 Left
46 Out Total In
82 77 159
Left
3 Thru
1761
Right
61 Out In Total
1145 1825 2970
Left
0 Thru
1 Right
2 Total Out In
5 3 8
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
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 04:30 PM 04:30 PM 04:45 PM
+0 mins. 3 300 1 304 10 0 7 17 0 434 22 456 0 0 1 1
+15 mins. 4 290 0 294 14 0 7 21 2 441 13 456 1 0 1 2
+30 mins. 7 235 1 243 13 0 9 22 1 402 13 416 0 1 1 2
+45 mins. 6 272 0 278 8 0 11 19 1 496 17 514 1 0 0 1
Total Volume 20 1097 2 1119 45 0 34 79 4 1773 65 1842 2 1 3 6 % App. Total 1.8 98 0.2 57 0 43 0.2 96.3 3.5 33.3 16.7 50 PHF .714 .914 .500 .920 .804 .000 .773 .898 .500 .894 .739 .896 .500 .250 .750 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-72
Item Number: 1.

Page 1238 of 2902 ends

File Name : 04_DHS_PAVAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Groups Printed- Passenger Vehicles
Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 04:00 PM 3 296 1 300 12 0 11 23 1 408 13 422 0 1 1 2 747 04:15 PM 4 276 0 280 4 0 6 10 0 466 10 476 0 0 0 0 766
04:30 PM 6 228 1 235 6 0 7 13 0 423 20 443 0 0 0 0 691
04:45 PM 6 263 0 269 12 0 6 18 2 431 13 446 0 0 1 1 734 Total 19 1063 2 1084 34 0 30 64 3 1728 56 1787 0 1 2 3 2938 05:00 PM 8 227 0 235 12 0 9 21 1 394 11 406 1 0 1 2 664 05:15 PM 5 200 1 206 8 0 11 19 1 488 16 505 0 1 1 2 732 05:30 PM 2 232 1 235 8 0 5 13 1 392 19 412 1 0 0 1 661
05:45 PM 4 201 0 205 7 0 7 14 0 385 8 393 0 0 1 1 613
Total 19 860 2 881 35 0 32 67 3 1659 54 1716 2 1 3 6 2670 Grand Total 38 1923 4 1965 69 0 62 131 6 3387 110 3503 2 2 5 9 5608 Apprch % 1.9 97.9 0.2 52.7 0 47.3 0.2 96.7 3.1 22.2 22.2 55.6 Total % 0.7 34.3 0.1 35 1.2 0 1.1 2.3 0.1 60.4 2 62.5 0 0 0.1 0.2 Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 3 296 1 300 12 0 11 23 1 408 13 422 0 1 1 2 747 04:15 PM 4 276 0 280 4 0 6 10 0 466 10 476 0 0 0 0 766
04:30 PM 6 228 1 235 6 0 7 13 0 423 20 443 0 0 0 0 691
04:45 PM 6 263 0 269 12 0 6 18 2 431 13 446 0 0 1 1 734 Total Volume 19 1063 2 1084 34 0 30 64 3 1728 56 1787 0 1 2 3 2938 % App. Total 1.8 98.1 0.2 53.1 0 46.9 0.2 96.7 3.1 0 33.3 66.7 PHF .792 .898 .500 .903 .708 .000 .682 .696 .375 .927 .700 .939 .000 .250 .500 .375 .959 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-73
Item Number: 1.

Page 1239 of 2902 ends

File Name : 04_DHS_PAVAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Palm Drive
Varner Road
Varner Road
Palm Drive
Right
2 Thru
1063
Left
19 Out In Total
1758 1084 2842
Right
30 Thru
0 Left
34 Out Total In
76 64 140
Left
3 Thru
1728
Right
56 Out In Total
1099 1787 2886
Left
0 Thru
1 Right
2 Total Out In
5 3 8
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Peak Hour Data
North
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. 3 296 1 300 12 0 11 23 1 408 13 422 0 1 1 2
+15 mins. 4 276 0 280 4 0 6 10 0 466 10 476 0 0 0 0
+30 mins. 6 228 1 235 6 0 7 13 0 423 20 443 0 0 0 0
+45 mins. 6 263 0 269 12 0 6 18 2 431 13 446 0 0 1 1
Total Volume 19 1063 2 1084 34 0 30 64 3 1728 56 1787 0 1 2 3 % App. Total 1.8 98.1 0.2 53.1 0 46.9 0.2 96.7 3.1 0 33.3 66.7 PHF .792 .898 .500 .903 .708 .000 .682 .696 .375 .927 .700 .939 .000 .250 .500 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-74
Item Number: 1.

Page 1240 of 2902 ends

File Name : 04_DHS_PAVAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 04:00 PM 0 4 0 4 2 0 0 2 0 7 2 9 0 0 0 0 15
04:15 PM 0 13 0 13 0 0 0 0 0 5 0 5 0 0 0 0 18
04:30 PM 0 6 0 6 2 0 0 2 0 11 1 12 0 0 0 0 20
04:45 PM 0 7 0 7 1 0 1 2 0 10 0 10 0 0 0 0 19
Total 0 30 0 30 5 0 1 6 0 33 3 36 0 0 0 0 72
05:00 PM 0 2 0 2 0 0 0 0 0 8 0 8 0 0 0 0 10
05:15 PM 0 7 0 7 0 0 0 0 0 8 0 8 0 0 0 0 15
05:30 PM 0 2 0 2 0 0 0 0 0 10 0 10 0 0 0 0 12
05:45 PM 0 3 0 3 0 0 0 0 0 7 0 7 0 0 0 0 10
Total 0 14 0 14 0 0 0 0 0 33 0 33 0 0 0 0 47
Grand Total 0 44 0 44 5 0 1 6 0 66 3 69 0 0 0 0 119
Apprch % 0 100 0 83.3 0 16.7 0 95.7 4.3 0 0 0
Total % 0 37 0 37 4.2 0 0.8 5 0 55.5 2.5 58 0 0 0 0
Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 4 0 4 2 0 0 2 0 7 2 9 0 0 0 0 15
04:15 PM 0 13 0 13 0 0 0 0 0 5 0 5 0 0 0 0 18
04:30 PM 0 6 0 6 2 0 0 2 0 11 1 12 0 0 0 0 20
04:45 PM 0 7 0 7 1 0 1 2 0 10 0 10 0 0 0 0 19
Total Volume 0 30 0 30 5 0 1 6 0 33 3 36 0 0 0 0 72
% App. Total 0 100 0 83.3 0 16.7 0 91.7 8.3 0 0 0
PHF .000 .577 .000 .577 .625 .000 .250 .750 .000 .750 .375 .750 .000 .000 .000 .000 .900 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-75
Item Number: 1.

Page 1241 of 2902 ends

File Name : 04_DHS_PAVAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Palm Drive
Varner Road
Varner Road
Palm Drive
Right
0 Thru
30 Left
0 Out In Total
34 30 64
Right
1 Thru
0 Left
5 Out Total In
3 6 9
Left
0 Thru
33 Right
3 Out In Total
35 36 71
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
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 4 0 4 2 0 0 2 0 7 2 9 0 0 0 0
+15 mins. 0 13 0 13 0 0 0 0 0 5 0 5 0 0 0 0
+30 mins. 0 6 0 6 2 0 0 2 0 11 1 12 0 0 0 0
+45 mins. 0 7 0 7 1 0 1 2 0 10 0 10 0 0 0 0
Total Volume 0 30 0 30 5 0 1 6 0 33 3 36 0 0 0 0
% App. Total 0 100 0 83.3 0 16.7 0 91.7 8.3 0 0 0
PHF .000 .577 .000 .577 .625 .000 .250 .750 .000 .750 .375 .750 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-76
Item Number: 1.

Page 1242 of 2902 ends

File Name : 04_DHS_PAVAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 04:00 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0 2
04:15 PM 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 3
04:30 PM 1 0 0 1 2 0 0 2 0 0 0 0 0 0 0 0 3
04:45 PM 0 2 0 2 1 0 0 1 0 0 0 0 0 0 0 0 3
Total 1 2 0 3 7 0 0 7 0 0 1 1 0 0 0 0 11
05:00 PM 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
05:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 0 1 1 0 0 1 0 1 1 2 0 0 0 0 4
Grand Total 1 3 0 4 8 0 0 8 0 1 2 3 0 0 0 0 15
Apprch % 25 75 0 100 0 0 0 33.3 66.7 0 0 0
Total % 6.7 20 0 26.7 53.3 0 0 53.3 0 6.7 13.3 20 0 0 0 0 Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 1 0 0 1 0 0 1 1 0 0 0 0 2
04:15 PM 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 3
04:30 PM 1 0 0 1 2 0 0 2 0 0 0 0 0 0 0 0 3
04:45 PM 0 2 0 2 1 0 0 1 0 0 0 0 0 0 0 0 3
Total Volume 1 2 0 3 7 0 0 7 0 0 1 1 0 0 0 0 11
% App. Total 33.3 66.7 0 100 0 0 0 0 100 0 0 0
PHF .250 .250 .000 .375 .583 .000 .000 .583 .000 .000 .250 .250 .000 .000 .000 .000 .917 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-77
Item Number: 1.

Page 1243 of 2902 ends

File Name : 04_DHS_PAVAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Palm Drive
Varner Road
Varner Road
Palm Drive
Right
0 Thru
2 Left
1 Out In Total
0 3 3
Right
0 Thru
0 Left
7 Out Total In
2 7 9
Left
0 Thru
0 Right
1 Out In Total
9 1 10
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:00 PM
3 Axle Vehicles
Peak Hour Data
North
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 1 0 0 1 0 0 1 1 0 0 0 0
+15 mins. 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0
+30 mins. 1 0 0 1 2 0 0 2 0 0 0 0 0 0 0 0
+45 mins. 0 2 0 2 1 0 0 1 0 0 0 0 0 0 0 0
Total Volume 1 2 0 3 7 0 0 7 0 0 1 1 0 0 0 0
% App. Total 33.3 66.7 0 100 0 0 0 0 100 0 0 0
PHF .250 .250 .000 .375 .583 .000 .000 .583 .000 .000 .250 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-78
Item Number: 1.

Page 1244 of 2902 ends

File Name : 04_DHS_PAVAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 1
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 2 0 2 0 0 0 0 0 0 1 1 0 0 0 0 3
05:00 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
Total 0 0 0 0 0 0 0 0 0 1 2 3 0 0 0 0 3
Grand Total 0 2 0 2 0 0 0 0 0 1 3 4 0 0 0 0 6
Apprch % 0 100 0 0 0 0 0 25 75 0 0 0
Total % 0 33.3 0 33.3 0 0 0 0 0 16.7 50 66.7 0 0 0 0
Palm Drive
Southbound
Varner Road
Westbound
Palm Drive
Northbound
Varner Road
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 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 0 0 1 1 0 0 0 0 3
% App. Total 0 100 0 0 0 0 0 0 100 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-79
Item Number: 1.

Page 1245 of 2902 ends

File Name : 04_DHS_PAVAPM
Site Code : 051-2515
Start Date : 2/20/2025
Page No : 2
City of Desert Hot Springs
N/S: Palm Drive
E/W: Varner Road
Weather: Clear
Palm Drive
Varner Road
Varner Road
Palm Drive
Right
0 Thru
2 Left
0 Out In Total
0 2 2
Right
0 Thru
0 Left
0 Out Total In
1 0 1
Left
0 Thru
0 Right
1 Out In Total
2 1 3
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:00 PM
4+ Axle Trucks
Peak Hour Data
North
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 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 1 0 1 0 0 0 0 0 0 1 1 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 2 0 2 0 0 0 0 0 0 1 1 0 0 0 0
% App. Total 0 100 0 0 0 0 0 0 100 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .000 .000 .250 .250 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]

3.1-80
Item Number: 1.

Page 1246 of 2902 ends

Page 1 ends

City of Desert Hot Springs
Gene Autry Trail
S/ Interstate 10
24 Hour Directional Classification Count
DHS001
Site Code: 051-25155
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 02/25/25 0 87 8 0 1 0 0 1 6 0 2 0 0 105
01:00 1 61 4 0 2 0 0 0 1 0 0 0 0 69
02:00 0 59 4 0 0 0 0 1 6 0 0 0 0 70
03:00 0 42 5 0 1 0 0 3 1 0 0 0 0 52
04:00 0 53 17 0 1 0 0 3 2 0 0 0 0 76
05:00 0 137 31 0 1 0 0 3 0 0 0 0 0 172
06:00 0 223 84 17 8 8 0 1 2 0 0 0 0 343
07:00 1 489 114 6 8 8 0 4 3 0 1 0 0 634
08:00 1 467 103 7 8 5 0 3 8 0 3 0 0 605
09:00 1 496 173 3 27 8 1 2 7 0 0 0 0 718
10:00 0 548 154 2 5 2 0 1 6 0 1 0 0 719
11:00 0 556 175 5 24 6 1 0 3 0 0 0 0 770
12 PM 4 696 181 1 19 4 0 0 7 0 0 0 0 912
13:00 1 710 210 3 17 4 3 1 8 0 0 0 0 957
14:00 5 957 250 10 15 7 3 1 2 0 0 0 0 1250
15:00 2 980 291 6 11 0 0 1 4 0 0 0 0 1295
16:00 1 1157 290 4 14 1 0 2 2 0 0 0 0 1471
17:00 3 1121 248 3 12 0 0 0 4 0 0 0 0 1391
18:00 1 770 112 2 4 0 0 2 3 0 0 0 0 894
19:00 1 517 55 2 2 0 0 0 2 0 0 0 0 579
20:00 1 449 53 3 0 0 0 0 2 0 0 0 0 508
21:00 0 353 42 1 0 0 0 0 2 0 0 0 0 398
22:00 0 325 26 1 2 0 0 0 2 0 0 0 0 356
23:00 0 161 11 0 1 0 0 0 4 0 0 0 0 177
Total 23 11414 2641 76 183 53 8 29 87 0 7 0 0 14521
Percent 0.2% 78.6% 18.2% 0.5% 1.3% 0.4% 0.1% 0.2% 0.6% 0.0% 0.0% 0.0% 0.0% AM Peak 01:00 11:00 11:00 06:00 09:00 06:00 09:00 07:00 08:00 08:00 11:00 Vol. 1 556 175 17 27 8 1 4 8 3 770
PM Peak 14:00 16:00 15:00 14:00 12:00 14:00 13:00 16:00 13:00 16:00 Vol. 5 1157 291 10 19 7 3 2 8 1471

Grand
Total 23 11414 2641 76 183 53 8 29 87 0 7 0 0 14521
Percent 0.2% 78.6% 18.2% 0.5% 1.3% 0.4% 0.1% 0.2% 0.6% 0.0% 0.0% 0.0% 0.0%

3.1-81 Item Number: 1. Page 1247 of 2902

Page 2 ends

City of Desert Hot Springs
Gene Autry Trail
S/ Interstate 10
24 Hour Directional Classification Count
DHS001
Site Code: 051-25155
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 02/25/25 0 61 10 0 1 0 0 2 2 0 0 0 0 76
01:00 0 32 5 0 0 0 0 1 0 0 0 0 0 38
02:00 0 27 2 0 0 0 0 0 0 0 0 0 0 29
03:00 0 87 18 0 2 0 0 0 4 0 1 0 0 112
04:00 2 174 43 0 3 0 0 0 7 0 0 0 0 229
05:00 5 356 144 2 4 0 0 2 4 0 1 0 0 518
06:00 2 582 365 3 5 3 1 3 8 0 1 0 0 973
07:00 3 1040 356 5 23 9 2 1 10 1 0 0 0 1450
08:00 1 951 320 10 21 3 3 1 11 0 0 0 0 1321
09:00 2 764 229 7 16 5 2 0 7 0 0 0 0 1032
10:00 5 702 166 5 21 5 0 0 6 0 0 0 0 910
11:00 2 611 175 3 15 4 1 1 6 0 0 0 0 818
12 PM 1 592 159 5 11 3 2 2 4 0 0 0 0 779
13:00 2 637 147 5 7 7 1 0 5 0 0 0 0 811
14:00 1 705 167 5 13 5 3 0 1 0 0 0 0 900
15:00 1 702 169 6 16 7 2 2 7 0 0 0 0 912
16:00 0 630 121 17 6 3 0 1 2 0 0 0 0 780
17:00 2 619 120 2 6 0 0 0 2 0 0 0 0 751
18:00 1 488 109 4 8 0 0 0 2 0 0 0 0 612
19:00 0 314 69 1 7 0 0 1 3 0 0 0 0 395
20:00 1 240 39 3 2 0 0 0 4 0 0 0 0 289
21:00 0 214 37 2 2 0 0 0 4 0 0 0 0 259
22:00 0 116 31 0 3 0 0 1 1 0 0 0 0 152
23:00 0 98 14 0 0 1 0 0 1 0 2 0 0 116
Total 31 10742 3015 85 192 55 17 18 101 1 5 0 0 14262
Percent 0.2% 75.3% 21.1% 0.6% 1.3% 0.4% 0.1% 0.1% 0.7% 0.0% 0.0% 0.0% 0.0% AM Peak 05:00 07:00 06:00 08:00 07:00 07:00 08:00 06:00 08:00 07:00 03:00 07:00 Vol. 5 1040 365 10 23 9 3 3 11 1 1 1450
PM Peak 13:00 14:00 15:00 16:00 15:00 13:00 14:00 12:00 15:00 23:00 15:00 Vol. 2 705 169 17 16 7 3 2 7 2 912

Grand
Total 31 10742 3015 85 192 55 17 18 101 1 5 0 0 14262
Percent 0.2% 75.3% 21.1% 0.6% 1.3% 0.4% 0.1% 0.1% 0.7% 0.0% 0.0% 0.0% 0.0%

3.1-82 Item Number: 1. Page 1248 of 2902

Page 3 ends

City of Desert Hot Springs
Gene Autry Trail
S/ Interstate 10
24 Hour Directional Classification Count
DHS001
Site Code: 051-25155
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 02/25/25 0 148 18 0 2 0 0 3 8 0 2 0 0 181
01:00 1 93 9 0 2 0 0 1 1 0 0 0 0 107
02:00 0 86 6 0 0 0 0 1 6 0 0 0 0 99
03:00 0 129 23 0 3 0 0 3 5 0 1 0 0 164
04:00 2 227 60 0 4 0 0 3 9 0 0 0 0 305
05:00 5 493 175 2 5 0 0 5 4 0 1 0 0 690
06:00 2 805 449 20 13 11 1 4 10 0 1 0 0 1316
07:00 4 1529 470 11 31 17 2 5 13 1 1 0 0 2084
08:00 2 1418 423 17 29 8 3 4 19 0 3 0 0 1926
09:00 3 1260 402 10 43 13 3 2 14 0 0 0 0 1750
10:00 5 1250 320 7 26 7 0 1 12 0 1 0 0 1629
11:00 2 1167 350 8 39 10 2 1 9 0 0 0 0 1588
12 PM 5 1288 340 6 30 7 2 2 11 0 0 0 0 1691
13:00 3 1347 357 8 24 11 4 1 13 0 0 0 0 1768
14:00 6 1662 417 15 28 12 6 1 3 0 0 0 0 2150
15:00 3 1682 460 12 27 7 2 3 11 0 0 0 0 2207
16:00 1 1787 411 21 20 4 0 3 4 0 0 0 0 2251
17:00 5 1740 368 5 18 0 0 0 6 0 0 0 0 2142
18:00 2 1258 221 6 12 0 0 2 5 0 0 0 0 1506
19:00 1 831 124 3 9 0 0 1 5 0 0 0 0 974
20:00 2 689 92 6 2 0 0 0 6 0 0 0 0 797
21:00 0 567 79 3 2 0 0 0 6 0 0 0 0 657
22:00 0 441 57 1 5 0 0 1 3 0 0 0 0 508
23:00 0 259 25 0 1 1 0 0 5 0 2 0 0 293
Total 54 22156 5656 161 375 108 25 47 188 1 12 0 0 28783 Percent 0.2% 77.0% 19.7% 0.6% 1.3% 0.4% 0.1% 0.2% 0.7% 0.0% 0.0% 0.0% 0.0% AM Peak 05:00 07:00 07:00 06:00 09:00 07:00 08:00 05:00 08:00 07:00 08:00 07:00 Vol. 5 1529 470 20 43 17 3 5 19 1 3 2084
PM Peak 14:00 16:00 15:00 16:00 12:00 14:00 14:00 15:00 13:00 23:00 16:00 Vol. 6 1787 460 21 30 12 6 3 13 2 2251

Grand
Total 54 22156 5656 161 375 108 25 47 188 1 12 0 0 28783 Percent 0.2% 77.0% 19.7% 0.6% 1.3% 0.4% 0.1% 0.2% 0.7% 0.0% 0.0% 0.0% 0.0%

3.1-83 Item Number: 1. Page 1249 of 2902

Page 1 ends

City of Desert Hot Springs
Palm Drive
B/ Paul Road - Interstate 10
24 Hour Directional Classification Count
DHS002
Site Code: 051-25155
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 02/20/25 1 188 24 0 1 1 0 0 3 0 0 1 0 219
01:00 0 95 14 0 1 0 0 0 6 0 0 0 0 116
02:00 0 66 5 0 1 0 0 0 2 0 0 0 0 74
03:00 0 55 15 0 0 0 0 0 3 0 0 0 0 73
04:00 0 79 15 2 2 0 0 1 5 0 0 0 0 104
05:00 0 209 39 5 8 0 1 2 1 0 0 0 0 265
06:00 0 271 106 17 13 10 0 4 8 0 0 0 0 429
07:00 0 515 93 14 12 6 2 5 10 1 0 0 0 658
08:00 0 504 128 6 15 7 4 5 15 0 0 0 0 684
09:00 0 419 109 3 36 8 3 4 15 0 0 0 0 597
10:00 0 495 122 4 16 6 5 1 18 0 0 0 0 667
11:00 5 590 136 4 23 9 4 4 12 0 0 0 0 787
12 PM 4 734 191 9 24 9 5 5 11 0 0 0 0 992
13:00 1 790 250 4 20 1 1 4 9 0 0 0 0 1080
14:00 3 1041 258 11 19 3 1 12 12 0 0 0 0 1360
15:00 7 1270 323 7 14 6 5 9 8 0 0 0 0 1649
16:00 7 1451 428 4 21 2 0 19 10 0 1 0 0 1943
17:00 1 1436 336 6 12 3 0 15 5 0 0 0 0 1814
18:00 1 1097 235 3 6 0 0 1 3 0 0 0 0 1346
19:00 0 762 172 3 4 0 0 1 3 0 0 0 0 945
20:00 4 720 116 2 4 1 0 0 7 1 0 0 0 855
21:00 2 688 140 3 2 0 0 1 5 0 0 0 0 841
22:00 3 607 95 3 3 0 0 1 4 0 0 1 0 717
23:00 0 376 39 1 4 1 0 0 3 0 0 0 0 424
Total 39 14458 3389 111 261 73 31 94 178 2 1 2 0 18639
Percent 0.2% 77.6% 18.2% 0.6% 1.4% 0.4% 0.2% 0.5% 1.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 11:00 06:00 09:00 06:00 10:00 07:00 10:00 07:00 00:00 11:00 Vol. 5 590 136 17 36 10 5 5 18 1 1 787
PM Peak 15:00 16:00 16:00 14:00 12:00 12:00 12:00 16:00 14:00 20:00 16:00 22:00 16:00 Vol. 7 1451 428 11 24 9 5 19 12 1 1 1 1943

Grand
Total 39 14458 3389 111 261 73 31 94 178 2 1 2 0 18639
Percent 0.2% 77.6% 18.2% 0.6% 1.4% 0.4% 0.2% 0.5% 1.0% 0.0% 0.0% 0.0% 0.0%

3.1-84 Item Number: 1. Page 1250 of 2902

Page 2 ends

City of Desert Hot Springs
Palm Drive
B/ Paul Road - Interstate 10
24 Hour Directional Classification Count
DHS002
Site Code: 051-25155
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 02/20/25 1 92 13 0 3 1 0 0 1 0 0 0 0 111
01:00 0 46 5 0 0 0 0 0 7 0 0 1 0 59
02:00 0 62 9 0 1 0 0 0 4 0 0 0 0 76
03:00 0 118 17 0 0 0 0 0 1 0 0 0 0 136
04:00 1 305 51 0 3 2 0 1 3 0 0 0 0 366
05:00 3 637 138 3 4 2 0 1 5 0 0 0 0 793
06:00 5 1121 388 4 10 4 1 6 4 0 0 0 0 1543
07:00 1 1458 413 6 17 2 0 28 9 0 0 0 0 1934
08:00 4 1219 275 10 18 7 0 10 10 0 1 0 0 1554
09:00 1 862 190 11 19 9 0 6 9 0 0 0 0 1107
10:00 4 806 193 2 23 9 1 9 10 0 0 0 0 1057
11:00 2 750 167 8 14 9 0 1 7 0 0 0 0 958
12 PM 5 749 157 2 14 11 0 3 8 0 0 0 0 949
13:00 2 798 159 6 18 9 0 3 6 0 0 0 0 1001
14:00 4 863 178 6 18 6 0 1 8 0 0 0 0 1084
15:00 2 984 157 6 14 6 0 2 6 0 0 0 0 1177
16:00 1 975 186 18 14 8 0 1 6 0 1 0 0 1210
17:00 1 798 152 9 8 4 0 3 6 0 0 0 0 981
18:00 4 708 132 4 7 0 0 1 1 1 0 0 0 858
19:00 0 441 64 3 5 0 0 0 3 0 0 0 0 516
20:00 0 319 22 4 1 0 0 0 7 1 0 0 0 354
21:00 0 299 36 4 4 0 0 1 3 0 0 0 0 347
22:00 1 225 33 2 2 0 0 0 3 0 0 0 0 266
23:00 0 148 16 2 2 1 0 0 6 0 0 1 0 176
Total 42 14783 3151 110 219 90 2 77 133 2 2 2 0 18613
Percent 0.2% 79.4% 16.9% 0.6% 1.2% 0.5% 0.0% 0.4% 0.7% 0.0% 0.0% 0.0% 0.0% AM Peak 06:00 07:00 07:00 09:00 10:00 09:00 06:00 07:00 08:00 08:00 01:00 07:00 Vol. 5 1458 413 11 23 9 1 28 10 1 1 1934
PM Peak 12:00 15:00 16:00 16:00 13:00 12:00 12:00 12:00 18:00 16:00 23:00 16:00 Vol. 5 984 186 18 18 11 3 8 1 1 1 1210

Grand
Total 42 14783 3151 110 219 90 2 77 133 2 2 2 0 18613
Percent 0.2% 79.4% 16.9% 0.6% 1.2% 0.5% 0.0% 0.4% 0.7% 0.0% 0.0% 0.0% 0.0%

3.1-85 Item Number: 1. Page 1251 of 2902

Page 3 ends

City of Desert Hot Springs
Palm Drive
B/ Paul Road - Interstate 10
24 Hour Directional Classification Count
DHS002
Site Code: 051-25155
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 02/20/25 2 280 37 0 4 2 0 0 4 0 0 1 0 330
01:00 0 141 19 0 1 0 0 0 13 0 0 1 0 175
02:00 0 128 14 0 2 0 0 0 6 0 0 0 0 150
03:00 0 173 32 0 0 0 0 0 4 0 0 0 0 209
04:00 1 384 66 2 5 2 0 2 8 0 0 0 0 470
05:00 3 846 177 8 12 2 1 3 6 0 0 0 0 1058
06:00 5 1392 494 21 23 14 1 10 12 0 0 0 0 1972
07:00 1 1973 506 20 29 8 2 33 19 1 0 0 0 2592
08:00 4 1723 403 16 33 14 4 15 25 0 1 0 0 2238
09:00 1 1281 299 14 55 17 3 10 24 0 0 0 0 1704
10:00 4 1301 315 6 39 15 6 10 28 0 0 0 0 1724
11:00 7 1340 303 12 37 18 4 5 19 0 0 0 0 1745
12 PM 9 1483 348 11 38 20 5 8 19 0 0 0 0 1941
13:00 3 1588 409 10 38 10 1 7 15 0 0 0 0 2081
14:00 7 1904 436 17 37 9 1 13 20 0 0 0 0 2444
15:00 9 2254 480 13 28 12 5 11 14 0 0 0 0 2826
16:00 8 2426 614 22 35 10 0 20 16 0 2 0 0 3153
17:00 2 2234 488 15 20 7 0 18 11 0 0 0 0 2795
18:00 5 1805 367 7 13 0 0 2 4 1 0 0 0 2204
19:00 0 1203 236 6 9 0 0 1 6 0 0 0 0 1461
20:00 4 1039 138 6 5 1 0 0 14 2 0 0 0 1209
21:00 2 987 176 7 6 0 0 2 8 0 0 0 0 1188
22:00 4 832 128 5 5 0 0 1 7 0 0 1 0 983
23:00 0 524 55 3 6 2 0 0 9 0 0 1 0 600
Total 81 29241 6540 221 480 163 33 171 311 4 3 4 0 37252 Percent 0.2% 78.5% 17.6% 0.6% 1.3% 0.4% 0.1% 0.5% 0.8% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 07:00 07:00 06:00 09:00 11:00 10:00 07:00 10:00 07:00 08:00 00:00 07:00 Vol. 7 1973 506 21 55 18 6 33 28 1 1 1 2592
PM Peak 12:00 16:00 16:00 16:00 12:00 12:00 12:00 16:00 14:00 20:00 16:00 22:00 16:00 Vol. 9 2426 614 22 38 20 5 20 20 2 2 1 3153

Grand
Total 81 29241 6540 221 480 163 33 171 311 4 3 4 0 37252 Percent 0.2% 78.5% 17.6% 0.6% 1.3% 0.4% 0.1% 0.5% 0.8% 0.0% 0.0% 0.0% 0.0%

3.1-86 Item Number: 1. Page 1252 of 2902

Page 1 ends

City of Desert Hot Springs
Palm Drive
S/ Varner Road
24 Hour Directional Volume Count
DHS003
Site Code: 051-25155
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 2/20/25 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 56 233 27 219
12:15 63 223 26 212
12:30 52 227 34 232
12:45 48 246 219 929 22 236 109 899 328 1828
01:00 26 214 13 229
01:15 32 246 9 229
01:30 27 265 13 282
01:45 29 294 114 1019 17 227 52 967 166 1986
02:00 23 308 16 260
02:15 14 348 15 249
02:30 12 315 19 283
02:45 25 338 74 1309 20 287 70 1079 144 2388
03:00 15 377 20 296
03:15 16 401 26 311
03:30 19 398 38 284
03:45 17 424 67 1600 64 254 148 1145 215 2745
04:00 15 432 44 316
04:15 22 485 83 298
04:30 18 493 116 263
04:45 27 457 82 1867 124 286 367 1163 449 3030
05:00 37 414 126 266
05:15 49 515 168 218
05:30 67 420 267 246
05:45 66 401 219 1750 256 213 817 943 1036 2693
06:00 57 377 326 262
06:15 77 351 386 231
06:30 95 308 457 194
06:45 151 295 380 1331 435 161 1604 848 1984 2179
07:00 131 249 456 141
07:15 163 238 542 129
07:30 148 221 534 142
07:45 170 216 612 924 420 106 1952 518 2564 1442
08:00 171 202 429 84
08:15 141 224 376 97
08:30 159 203 403 84
08:45 174 208 645 837 322 76 1530 341 2175 1178
09:00 162 235 285 86
09:15 147 210 287 75
09:30 124 201 275 90
09:45 136 184 569 830 272 83 1119 334 1688 1164
10:00 152 173 271 76
10:15 150 205 262 63
10:30 153 194 243 70
10:45 162 127 617 699 243 53 1019 262 1636 961
11:00 177 129 231 37
11:15 192 126 236 39
11:30 160 87 239 40
11:45 199 81 728 423 222 50 928 166 1656 589
Total 4326 13518 4326 13518 9715 8665 9715 8665 14041 22183 Combined
Total 17844 17844 18380 18380 36224
AM Peak - 11:00 - - - 06:45 - - - - -
Vol. - 728 - - - 1967 - - - - -
P.H.F. 0.915 0.907
PM Peak - - 04:30 - - - 02:45 - - - -
Vol. - - 1879 - - - 1178 - - - -
P.H.F. 0.912 0.947
Percentag
e

24.2% 75.8% 52.9% 47.1%
ADT/AADT ADT 36,224 AADT 36,224

3.1-87
Item Number: 1.

Page 1253 of 2902 ends

Page 1 ends

City of Desert Hot Springs
Varner Road
E/ Palm Drive
24 Hour Directional Volume Count
DHS004
Site Code: 051-25155
Counts Unlimited, Inc
PO Box 1178
Corona, CA 92878
Phone: 951-268-6268
email: [email protected]
Start 2/20/25 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 16 1 16
12:15 2 10 2 17
12:30 0 13 0 18
12:45 2 10 4 49 2 8 5 59 9 108
01:00 1 12 1 12
01:15 0 12 2 16
01:30 1 11 1 17
01:45 1 13 3 48 0 23 4 68 7 116
02:00 0 16 0 15
02:15 1 19 0 13
02:30 0 18 0 20
02:45 0 22 1 75 0 21 0 69 1 144
03:00 0 17 0 15
03:15 1 18 1 20
03:30 3 11 1 18
03:45 1 10 5 56 1 15 3 68 8 124
04:00 1 20 1 25
04:15 3 14 0 13
04:30 1 31 4 17
04:45 2 19 7 84 2 21 7 76 14 160
05:00 2 20 3 22
05:15 5 24 4 19
05:30 1 21 7 14
05:45 6 12 14 77 3 14 17 69 31 146
06:00 10 8 11 13
06:15 10 5 21 11
06:30 8 7 14 7
06:45 6 6 34 26 18 6 64 37 98 63
07:00 5 10 27 8
07:15 9 5 31 6
07:30 10 6 28 6
07:45 15 7 39 28 21 8 107 28 146 56
08:00 16 3 16 5
08:15 15 3 19 12
08:30 23 4 16 7
08:45 17 2 71 12 18 3 69 27 140 39
09:00 13 4 9 4
09:15 11 4 22 4
09:30 13 5 14 2
09:45 11 3 48 16 17 5 62 15 110 31
10:00 6 3 20 5
10:15 8 4 10 4
10:30 12 4 13 3
10:45 11 2 37 13 16 4 59 16 96 29
11:00 13 2 15 3
11:15 6 0 20 3
11:30 9 2 16 0
11:45 18 5 46 9 12 4 63 10 109 19
Total 309 493 309 493 460 542 460 542 769 1035
Combined
Total 802 802 1002 1002 1804
AM Peak - 08:00 - - - 07:00 - - - - -
Vol. - 71 - - - 107 - - - - -
P.H.F. 0.772 0.863
PM Peak - - 04:30 - - - 04:30 - - - -
Vol. - - 94 - - - 79 - - - -
P.H.F. 0.758 0.790
Percentag
e

38.5% 61.5% 45.9% 54.1%
ADT/AADT ADT 1,804 AADT 1,804

3.1-88
Item Number: 1.

Page 1254 of 2902 ends

Varner Road / West Drive Logistics Traffic Analysis
16328-03 TA Report.docx
APPENDIX 3.2: EXISTING (2025) CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS
Item Number: 1.

Page 1255 of 2902 ends

Varner Road / West Drive Logistics Traffic Analysis
16328-03 TA Report.docx
This Page Intentionally Left Blank
Item Number: 1.

Page 1256 of 2902 ends

Lanes, Volumes, Timings Existing (2025) AM Peak Hour
1: Palm Dr. & I-10 EB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 67 0 427 0 0 0 0 370 151 0 1127 1014 Future Volume (vph) 67 0 427 0 0 0 0 370 151 0 1127 1014 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 500 0 0 0 270 0 315
Storage Lanes 1 1 0 0 0 1 0 1
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 849 799 651 782
Travel Time (s) 19.3 18.2 8.1 9.7
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%) 10% 49%
Turn Type Perm NA Perm NA Free NA Free
Protected Phases 4 2 6
Permitted Phases 4 4 Free Free
Detector Phase 4 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 27.0 27.0 27.0 33.0 33.0
Total Split (%) 45.0% 45.0% 45.0% 55.0% 55.0%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Max C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 45
Control Type: Actuated-Coordinated
Splits and Phases: 1: Palm Dr. & I-10 EB Ramps

3.2-1
Item Number: 1.

Page 1257 of 2902 ends

HCM 7th Signalized Intersection Summary Existing (2025) AM Peak Hour 1: Palm Dr. & I-10 EB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 67 0 427 0 0 0 0 370 151 0 1127 1014 Future Volume (veh/h) 67 0 427 0 0 0 0 370 151 0 1127 1014 Initial Q (Qb), veh 0 0 0 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 47 0 470 0 385 0 0 1174 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 022022
Cap, veh/h 360 0 636 0 3309 0 3309
Arrive On Green 0.20 0.00 0.20 0.00 0.65 0.00 0.00 1.00 0.00 Sat Flow, veh/h 1781 0 3147 0 5274 1585 0 5274 1585
Grp Volume(v), veh/h 47 0 470 0 385 0 0 1174 0
Grp Sat Flow(s),veh/h/ln 1781 0 1573 0 1702 1585 0 1702 1585 Q Serve(g_s), s 1.3 0.0 8.4 0.0 1.7 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 1.3 0.0 8.4 0.0 1.7 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 360 0 636 0 3309 0 3309
V/C Ratio(X) 0.13 0.00 0.74 0.00 0.12 0.00 0.35
Avail Cap(c_a), veh/h 668 0 1180 0 3309 0 3309
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.73 0.00 Uniform Delay (d), s/veh 19.6 0.0 22.5 0.0 4.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.0 1.7 0.0 0.1 0.0 0.0 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 %ile BackOfQ(50%),veh/ln 0.5 0.0 3.0 0.0 0.3 0.0 0.0 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 19.8 0.0 24.2 0.0 4.1 0.0 0.0 0.2 0.0 LnGrp LOS B C A A
Approach Vol, veh/h 517 385 1174
Approach Delay, s/veh 23.8 4.1 0.2
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 43.4 16.6 43.4
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 28.5 22.5 28.5
Max Q Clear Time (g_c+I1), s 3.7 10.4 2.0
Green Ext Time (p_c), s 2.2 1.7 8.1
Intersection Summary
HCM 7th Control Delay, s/veh 6.8
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

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

3.2-2
Item Number: 1.

Page 1258 of 2902 ends

Lanes, Volumes, Timings Existing (2025) AM Peak Hour
2: Palm Dr. & I-10 WB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 215 0 432 0 310 127 0 1926 62 Future Volume (vph) 0 0 0 215 0 432 0 310 127 0 1926 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 475 0 300 0 195
Storage Lanes 0 0 1 1 0 1 0 1
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 597 978 782 516
Travel Time (s) 13.6 22.2 9.7 6.4
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%) 10% 48%
Turn Type Perm NA Perm NA Free NA Free
Protected Phases 8 2 6
Permitted Phases 8 8 Free Free
Detector Phase 8 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 22.5 22.5 22.5 37.5 37.5
Total Split (%) 37.5% 37.5% 37.5% 62.5% 62.5%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Max C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55
Control Type: Actuated-Coordinated
Splits and Phases: 2: Palm Dr. & I-10 WB Ramps

3.2-3
Item Number: 1.

Page 1259 of 2902 ends

HCM 7th Signalized Intersection Summary Existing (2025) AM Peak Hour 2: Palm Dr. & I-10 WB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 215 0 432 0 310 127 0 1926 62 Future Volume (veh/h) 0 0 0 215 0 432 0 310 127 0 1926 62 Initial Q (Qb), veh 000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 153 0 542 0 330 0 0 2049 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222022022
Cap, veh/h 395 0 699 0 3207 0 3207
Arrive On Green 0.22 0.00 0.22 0.00 1.00 0.00 0.00 0.63 0.00 Sat Flow, veh/h 1781 0 3149 0 5274 1585 0 5274 1585
Grp Volume(v), veh/h 153 0 542 0 330 0 0 2049 0
Grp Sat Flow(s),veh/h/ln 1781 0 1574 0 1702 1585 0 1702 1585 Q Serve(g_s), s 4.4 0.0 9.7 0.0 0.0 0.0 0.0 15.0 0.0
Cycle Q Clear(g_c), s 4.4 0.0 9.7 0.0 0.0 0.0 0.0 15.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 395 0 699 0 3207 0 3207
V/C Ratio(X) 0.39 0.00 0.78 0.00 0.10 0.00 0.64
Avail Cap(c_a), veh/h 534 0 945 0 3207 0 3207
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 19.9 0.0 21.9 0.0 0.0 0.0 0.0 6.9 0.0 Incr Delay (d2), s/veh 0.6 0.0 2.9 0.0 0.1 0.0 0.0 1.0 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 3.6 0.0 0.0 0.0 0.0 2.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 20.5 0.0 24.8 0.0 0.1 0.0 0.0 7.9 0.0 LnGrp LOS C C A A
Approach Vol, veh/h 695 330 2049
Approach Delay, s/veh 23.9 0.1 7.9
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 42.2 42.2 17.8
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 33.0 33.0 18.0
Max Q Clear Time (g_c+I1), s 2.0 17.0 11.7
Green Ext Time (p_c), s 1.9 11.5 1.6
Intersection Summary
HCM 7th Control Delay, s/veh 10.7
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

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

3.2-4
Item Number: 1.

Page 1260 of 2902 ends

Lanes, Volumes, Timings Existing (2025) AM Peak Hour
3: Palm Dr. & Paul Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 19 2 146 49 3 4 53 625 32 30 1790 71 Future Volume (vph) 19 2 146 49 3 4 53 625 32 30 1790 71 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 0 0 225 0 230 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 315 389 476 697
Travel Time (s) 7.2 8.8 5.9 8.6
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 44 88 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 23.0 23.0 23.0 23.0 12.0 85.8 11.2 85.0 Total Split (%) 19.2% 19.2% 19.2% 19.2% 10.0% 71.5% 9.3% 70.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 3: Palm Dr. & Paul Rd.

3.2-5
Item Number: 1.

Page 1261 of 2902 ends

HCM 7th Signalized Intersection Summary Existing (2025) AM Peak Hour 3: Palm Dr. & Paul Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 2 146 49 3 4 53 625 32 30 1790 71 Future Volume (veh/h) 19 2 146 49 3 4 53 625 32 30 1790 71 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 21 2 159 53 3 4 58 679 35 33 1946 77 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 310 3 239 121 7 5 75 2425 125 50 2410 95
Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.04 0.71 0.71 0.03 0.69 0.69 Sat Flow, veh/h 1403 20 1553 416 48 33 1781 3438 177 1781 3485 137 Grp Volume(v), veh/h 21 0 161 60 0 0 58 351 363 33 986 1037 Grp Sat Flow(s),veh/h/ln 1403 0 1573 498 0 0 1781 1777 1838 1781 1777 1845 Q Serve(g_s), s 0.0 0.0 11.6 5.3 0.0 0.0 3.9 8.7 8.7 2.2 46.1 47.6 Cycle Q Clear(g_c), s 1.3 0.0 11.6 16.8 0.0 0.0 3.9 8.7 8.7 2.2 46.1 47.6 Prop In Lane 1.00 0.99 0.88 0.07 1.00 0.10 1.00 0.07
Lane Grp Cap(c), veh/h 310 0 242 133 0 0 75 1254 1297 50 1229 1276 V/C Ratio(X) 0.07 0.00 0.66 0.45 0.00 0.00 0.78 0.28 0.28 0.67 0.80 0.81 Avail Cap(c_a), veh/h 310 0 242 133 0 0 111 1254 1297 99 1229 1276 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.5 0.0 47.8 54.8 0.0 0.0 56.9 6.5 6.5 57.8 12.8 13.1 Incr Delay (d2), s/veh 0.1 0.0 6.6 2.4 0.0 0.0 17.7 0.6 0.5 14.3 5.6 5.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 5.0 1.9 0.0 0.0 2.0 2.7 2.8 1.2 15.8 17.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 43.6 0.0 54.5 57.2 0.0 0.0 74.7 7.0 7.0 72.1 18.4 18.8 LnGrp LOS D DE EAAEBB
Approach Vol, veh/h 182 60 772 2056
Approach Delay, s/veh 53.2 57.2 12.1 19.5
Approach LOS D E B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.8 89.2 23.0 9.5 87.5 23.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.7 81.3 18.5 7.5 80.5 18.5 Max Q Clear Time (g_c+I1), s 4.2 10.7 13.6 5.9 49.6 18.8 Green Ext Time (p_c), s 0.0 4.1 0.4 0.0 18.6 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 20.4
HCM 7th LOS C

3.2-6
Item Number: 1.

Page 1262 of 2902 ends

Lanes, Volumes, Timings Existing (2025) AM Peak Hour
4: Palm Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 4 1 2 90 1 19 3 627 24 25 1835 3
Future Volume (vph) 4 1 2 90 1 19 3 627 24 25 1835 3
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 170 0 200 0
Storage Lanes 0 0 0 0 1 0 1 0
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 55 55
Link Distance (ft) 2796 1468 2336 1125
Travel Time (s) 34.7 18.2 29.0 13.9
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 44 88 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 23.0 23.0 23.0 23.0 9.5 86.4 10.6 87.5
Total Split (%) 19.2% 19.2% 19.2% 19.2% 7.9% 72.0% 8.8% 72.9% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 4: Palm Dr. & Varner Rd.

3.2-7
Item Number: 1.

Page 1263 of 2902 ends

HCM 7th Signalized Intersection Summary Existing (2025) AM Peak Hour 4: Palm Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 4 1 2 90 1 19 3 627 24 25 1835 3 Future Volume (veh/h) 4 1 2 90 1 19 3 627 24 25 1835 3
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 1 2 99 1 21 3 689 26 27 2016 3
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 135 38 50 179 2 27 7 2638 100 44 2827 4
Arrive On Green 0.11 0.11 0.11 0.11 0.11 0.11 0.00 0.76 0.76 0.02 0.78 0.78 Sat Flow, veh/h 819 352 468 1166 21 249 1781 3491 132 1781 3641 5 Grp Volume(v), veh/h 7 0 0 121 0 0 3 350 365 27 984 1035 Grp Sat Flow(s),veh/h/ln 1639 0 0 1436 0 0 1781 1777 1846 1781 1777 1869 Q Serve(g_s), s 0.0 0.0 0.0 9.4 0.0 0.0 0.2 7.2 7.2 1.8 33.3 33.3 Cycle Q Clear(g_c), s 0.4 0.0 0.0 9.8 0.0 0.0 0.2 7.2 7.2 1.8 33.3 33.3 Prop In Lane 0.57 0.29 0.82 0.17 1.00 0.07 1.00 0.00
Lane Grp Cap(c), veh/h 223 0 0 208007 1343 1395 44 1380 1452 V/C Ratio(X) 0.03 0.00 0.00 0.58 0.00 0.00 0.42 0.26 0.26 0.61 0.71 0.71 Avail Cap(c_a), veh/h 292 0 0 275 0 0 74 1343 1395 91 1380 1452 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.0 0.0 0.0 52.2 0.0 0.0 59.6 4.5 4.5 57.9 6.7 6.7 Incr Delay (d2), s/veh 0.1 0.0 0.0 2.6 0.0 0.0 35.7 0.5 0.5 13.0 3.2 3.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.0 0.0 3.6 0.0 0.0 0.2 2.0 2.1 0.9 8.9 9.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 48.1 0.0 0.0 54.7 0.0 0.0 95.4 4.9 4.9 71.0 9.9 9.7 LnGrp LOS D D FAAEAA
Approach Vol, veh/h 7 121 718 2046
Approach Delay, s/veh 48.1 54.7 5.3 10.6
Approach LOS D D A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.5 95.2 17.3 5.0 97.7 17.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.1 81.9 18.5 5.0 83.0 18.5 Max Q Clear Time (g_c+I1), s 3.8 9.2 2.4 2.2 35.3 11.8
Green Ext Time (p_c), s 0.0 4.1 0.0 0.0 23.1 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 11.2
HCM 7th LOS B

3.2-8
Item Number: 1.

Page 1264 of 2902 ends

Lanes, Volumes, Timings Existing (2025) PM Peak Hour
1: Palm Dr. & I-10 EB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 80 0 187 0 0 0 0 1269 219 0 760 570 Future Volume (vph) 80 0 187 0 0 0 0 1269 219 0 760 570 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 500 0 0 0 270 0 315
Storage Lanes 1 1 0 0 0 1 0 1
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 849 799 651 782
Travel Time (s) 19.3 18.2 8.1 9.7
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%) 10% 48%
Turn Type Perm NA Perm NA Free NA Free
Protected Phases 4 2 6
Permitted Phases 4 4 Free Free
Detector Phase 4 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 25.0 25.0 25.0 35.0 35.0
Total Split (%) 41.7% 41.7% 41.7% 58.3% 58.3%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Max C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 45
Control Type: Actuated-Coordinated
Splits and Phases: 1: Palm Dr. & I-10 EB Ramps

3.2-9
Item Number: 1.

Page 1265 of 2902 ends

HCM 7th Signalized Intersection Summary Existing (2025) PM Peak Hour 1: Palm Dr. & I-10 EB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 80 0 187 0 0 0 0 1269 219 0 760 570 Future Volume (veh/h) 80 0 187 0 0 0 0 1269 219 0 760 570 Initial Q (Qb), veh 0 0 0 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 55 0 225 0 1322 0 0 792 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 022022
Cap, veh/h 205 0 361 0 3752 0 3752
Arrive On Green 0.12 0.00 0.12 0.00 0.73 0.00 0.00 1.00 0.00 Sat Flow, veh/h 1781 0 3129 0 5274 1585 0 5274 1585
Grp Volume(v), veh/h 55 0 225 0 1322 0 0 792 0
Grp Sat Flow(s),veh/h/ln 1781 0 1564 0 1702 1585 0 1702 1585 Q Serve(g_s), s 1.7 0.0 4.1 0.0 5.6 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 1.7 0.0 4.1 0.0 5.6 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 205 0 361 0 3752 0 3752
V/C Ratio(X) 0.27 0.00 0.62 0.00 0.35 0.00 0.21
Avail Cap(c_a), veh/h 609 0 1069 0 3752 0 3752
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.82 0.00 Uniform Delay (d), s/veh 24.2 0.0 25.3 0.0 2.8 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.7 0.0 1.8 0.0 0.3 0.0 0.0 0.1 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 1.5 0.0 0.3 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.9 0.0 27.1 0.0 3.1 0.0 0.0 0.1 0.0 LnGrp LOS C C A A
Approach Vol, veh/h 280 1322 792
Approach Delay, s/veh 26.6 3.1 0.1
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 48.6 11.4 48.6
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 30.5 20.5 30.5
Max Q Clear Time (g_c+I1), s 7.6 6.1 2.0
Green Ext Time (p_c), s 8.9 0.9 5.1
Intersection Summary
HCM 7th Control Delay, s/veh 4.9
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

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

3.2-10
Item Number: 1.

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Lanes, Volumes, Timings Existing (2025) PM Peak Hour
2: Palm Dr. & I-10 WB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 215 0 969 0 1017 332 0 1115 134 Future Volume (vph) 0 0 0 215 0 969 0 1017 332 0 1115 134 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 475 0 300 0 195
Storage Lanes 0 0 1 1 0 1 0 1
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 597 978 782 516
Travel Time (s) 13.6 22.2 9.7 6.4
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%) 10% 49%
Turn Type Perm NA Perm NA Free NA Free
Protected Phases 8 2 6
Permitted Phases 8 8 Free Free
Detector Phase 8 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 35.0 35.0 35.0 25.0 25.0
Total Split (%) 58.3% 58.3% 58.3% 41.7% 41.7%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Max C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 50
Control Type: Actuated-Coordinated
Splits and Phases: 2: Palm Dr. & I-10 WB Ramps

3.2-11
Item Number: 1.

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HCM 7th Signalized Intersection Summary Existing (2025) PM Peak Hour 2: Palm Dr. & I-10 WB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 215 0 969 0 1017 332 0 1115 134 Future Volume (veh/h) 0 0 0 215 0 969 0 1017 332 0 1115 134 Initial Q (Qb), veh 000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 153 0 1113 0 1082 0 0 1186 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222022022
Cap, veh/h 745 0 1321 0 2205 0 2205
Arrive On Green 0.42 0.00 0.42 0.00 0.86 0.00 0.00 0.43 0.00 Sat Flow, veh/h 1781 0 3159 0 5274 1585 0 5274 1585
Grp Volume(v), veh/h 153 0 1113 0 1082 0 0 1186 0
Grp Sat Flow(s),veh/h/ln 1781 0 1579 0 1702 1585 0 1702 1585 Q Serve(g_s), s 3.3 0.0 19.0 0.0 3.0 0.0 0.0 10.3 0.0
Cycle Q Clear(g_c), s 3.3 0.0 19.0 0.0 3.0 0.0 0.0 10.3 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 745 0 1321 0 2205 0 2205
V/C Ratio(X) 0.21 0.00 0.84 0.00 0.49 0.00 0.54
Avail Cap(c_a), veh/h 905 0 1606 0 2205 0 2205
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.95 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 11.1 0.0 15.7 0.0 2.5 0.0 0.0 12.6 0.0 Incr Delay (d2), s/veh 0.1 0.0 3.6 0.0 0.7 0.0 0.0 0.9 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 1.2 0.0 6.5 0.0 0.6 0.0 0.0 3.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 11.2 0.0 19.3 0.0 3.3 0.0 0.0 13.6 0.0 LnGrp LOS B B A B
Approach Vol, veh/h 1266 1082 1186
Approach Delay, s/veh 18.3 3.3 13.6
Approach LOS B A B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 30.4 30.4 29.6
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 20.5 30.5
Max Q Clear Time (g_c+I1), s 5.0 12.3 21.0
Green Ext Time (p_c), s 5.9 4.3 4.1
Intersection Summary
HCM 7th Control Delay, s/veh 12.1
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

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

3.2-12
Item Number: 1.

Page 1268 of 2902 ends

Lanes, Volumes, Timings Existing (2025) PM Peak Hour
3: Palm Dr. & Paul Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 62 3 91 33 6 4 136 1777 56 12 1123 28 Future Volume (vph) 62 3 91 33 6 4 136 1777 56 12 1123 28 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 0 0 225 0 230 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 315 389 476 697
Travel Time (s) 7.2 8.8 5.9 8.6
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 44 88 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 23.0 23.0 23.0 23.0 23.4 87.2 9.8 73.6
Total Split (%) 19.2% 19.2% 19.2% 19.2% 19.5% 72.7% 8.2% 61.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 3: Palm Dr. & Paul Rd.

3.2-13
Item Number: 1.

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HCM 7th Signalized Intersection Summary Existing (2025) PM Peak Hour 3: Palm Dr. & Paul Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 62 3 91 33 6 4 136 1777 56 12 1123 28 Future Volume (veh/h) 62 3 91 33 6 4 136 1777 56 12 1123 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 67 3 99 36 7 4 148 1932 61 13 1221 30 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 221 5 171 106 19 7 177 2674 84 26 2396 59
Arrive On Green 0.11 0.11 0.11 0.11 0.11 0.11 0.10 0.76 0.76 0.01 0.68 0.68 Sat Flow, veh/h 1392 46 1525 473 168 60 1781 3516 110 1781 3544 87 Grp Volume(v), veh/h 67 0 102 47 0 0 148 971 1022 13 612 639 Grp Sat Flow(s),veh/h/ln 1392 0 1571 701 0 0 1781 1777 1850 1781 1777 1854 Q Serve(g_s), s 0.0 0.0 7.4 3.2 0.0 0.0 9.8 34.6 35.5 0.9 20.4 20.4 Cycle Q Clear(g_c), s 5.2 0.0 7.4 10.6 0.0 0.0 9.8 34.6 35.5 0.9 20.4 20.4 Prop In Lane 1.00 0.97 0.77 0.09 1.00 0.06 1.00 0.05
Lane Grp Cap(c), veh/h 221 0 177 132 0 0 177 1351 1407 26 1201 1254 V/C Ratio(X) 0.30 0.00 0.58 0.36 0.00 0.00 0.84 0.72 0.73 0.50 0.51 0.51 Avail Cap(c_a), veh/h 279 0 242 189 0 0 281 1351 1407 79 1201 1254 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.6 0.0 50.6 53.9 0.0 0.0 53.1 7.6 7.7 58.7 9.6 9.6 Incr Delay (d2), s/veh 0.8 0.0 3.0 1.6 0.0 0.0 11.8 3.3 3.3 13.9 1.5 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 1.9 0.0 3.1 1.4 0.0 0.0 4.8 9.8 10.4 0.5 6.9 7.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 50.3 0.0 53.5 55.5 0.0 0.0 64.9 10.9 11.0 72.6 11.2 11.1 LnGrp LOS D DE EBBEBB
Approach Vol, veh/h 169 47 2141 1264
Approach Delay, s/veh 52.3 55.5 14.7 11.8
Approach LOS D E B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.3 95.8 18.0 16.4 85.6 18.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.3 82.7 18.5 18.9 69.1 18.5 Max Q Clear Time (g_c+I1), s 2.9 37.5 9.4 11.8 22.4 12.6 Green Ext Time (p_c), s 0.0 22.1 0.5 0.2 9.0 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 15.9
HCM 7th LOS B

3.2-14
Item Number: 1.

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Lanes, Volumes, Timings Existing (2025) PM Peak Hour
4: Palm Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 1 2 56 0 32 3 1778 66 21 1118 2
Future Volume (vph) 0 1 2 56 0 32 3 1778 66 21 1118 2
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 170 0 200 0
Storage Lanes 0 0 0 0 1 0 1 0
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 55 55
Link Distance (ft) 2796 1468 2336 1125
Travel Time (s) 34.7 18.2 29.0 13.9
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%)
Turn Type NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 44 88 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.8 22.8 22.8 22.8 9.6 87.2 10.0 87.6
Total Split (%) 19.0% 19.0% 19.0% 19.0% 8.0% 72.7% 8.3% 73.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 4: Palm Dr. & Varner Rd.

3.2-15
Item Number: 1.

Page 1271 of 2902 ends

HCM 7th Signalized Intersection Summary Existing (2025) PM Peak Hour 4: Palm Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 1 2 56 0 32 3 1778 66 21 1118 2 Future Volume (veh/h) 0 1 2 56 0 32 3 1778 66 21 1118 2 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 0.98 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 1 2 62 0 35 3 1954 73 23 1229 2
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 0 50 99 127 7 48 7 2707 100 40 2887 5
Arrive On Green 0.00 0.09 0.09 0.09 0.00 0.09 0.00 0.77 0.77 0.02 0.79 0.79 Sat Flow, veh/h 0 550 1100 857 81 530 1781 3494 130 1781 3640 6 Grp Volume(v), veh/h 0 0 3 97 0 0 3 988 1039 23 600 631 Grp Sat Flow(s),veh/h/ln 0 0 1650 1469 0 0 1781 1777 1847 1781 1777 1869 Q Serve(g_s), s 0.0 0.0 0.2 6.9 0.0 0.0 0.2 33.8 34.8 1.5 12.7 12.7 Cycle Q Clear(g_c), s 0.0 0.0 0.2 7.7 0.0 0.0 0.2 33.8 34.8 1.5 12.7 12.7 Prop In Lane 0.00 0.67 0.64 0.36 1.00 0.07 1.00 0.00
Lane Grp Cap(c), veh/h 0 0 149 182007 1377 1431 40 1409 1483 V/C Ratio(X) 0.00 0.00 0.02 0.53 0.00 0.00 0.42 0.72 0.73 0.58 0.43 0.43 Avail Cap(c_a), veh/h 0 0 252 272 0 0 76 1377 1431 82 1409 1483 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) 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 49.7 53.1 0.0 0.0 59.6 6.9 7.0 58.1 3.9 3.9 Incr Delay (d2), s/veh 0.0 0.0 0.1 2.4 0.0 0.0 35.7 3.2 3.3 12.6 0.9 0.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.1 2.9 0.0 0.0 0.2 9.1 9.7 0.8 3.0 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 49.8 55.5 0.0 0.0 95.4 10.1 10.2 70.7 4.8 4.8 LnGrp LOS D E FBBEAA
Approach Vol, veh/h 3 97 2030 1254
Approach Delay, s/veh 49.8 55.5 10.3 6.0
Approach LOS D E B A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.2 97.5 15.3 5.0 99.7 15.3
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.5 82.7 18.3 5.1 83.1 18.3 Max Q Clear Time (g_c+I1), s 3.5 36.8 2.2 2.2 14.7 9.7
Green Ext Time (p_c), s 0.0 23.0 0.0 0.0 8.9 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 10.0
HCM 7th LOS B

3.2-16
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Varner Road / West Drive Logistics Traffic Analysis
16328-03 TA Report.docx
APPENDIX 3.2: EXISTING (2025) CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS
Item Number: 1.

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Varner Road / West Drive Logistics Traffic Analysis
16328-03 TA Report.docx
This Page Intentionally Left Blank
Item Number: 1.

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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: Varner Rd. Critical Approach Speed (Major) 35 mph Minor Street: Project Access 1 Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 1,819 vpd Minor Street Future ADT = 447 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1,819 1 447 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1,819 1 447 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
19% 15%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume XX ADT
EAP (2027)
JC 02/28/25

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\06_EAP

3.2-1
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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: Project Access 2 Critical Approach Speed (Major) 35 mph Minor Street: Varner Rd. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 686 vpd Minor Street Future ADT = 686 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 686 1 686 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 686 1 686 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
9% 6%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\07_EAP

3.2-2
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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: West Dr. Critical Approach Speed (Major) 35 mph Minor Street: Project Access 3 Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 1,871 vpd Minor Street Future ADT = 977 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1,871 1 977 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1,871 1 977 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
23% 16%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\08_EAP

3.2-3
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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

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

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\06_EAPC

3.2-4
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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

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

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\07_EAPC

3.2-5
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California MUTCD (FHWA's MUTCD 2014, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

XX ADT
EAPC (2027)
JC 02/28/25

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\08_EAPC

3.2-6
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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: Varner Rd. Critical Approach Speed (Major) 35 mph Minor Street: West Dr. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 23,426 vpd Minor Street Future ADT = 2,154 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 23,426 1 2,154 8,000 * 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 23,426 1 2,154 12,000 * 8,400 1,200 * 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
90% 100%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045 w/ DLVSP
JC 02/28/25
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\05_DLVSP

3.2-7
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California MUTCD (FHWA's MUTCD 2014, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: Project Access 4 - Future Mihalyo Rd. Critical Approach Speed (Major) 35 mph Minor Street: West Dr. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 12,507 vpd Minor Street Future ADT = 730 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 12,507 1 730 8,000 * 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 12,507 1 730 12,000 * 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
30% 61%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

3.2-8
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California MUTCD (FHWA's MUTCD 2014, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: Palm Dr. Critical Approach Speed (Major) 35 mph Minor Street: Future Mihalyo Rd. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 3 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 66,545 vpd Minor Street Future ADT = 6,751 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 66,545 1 6,751 9,600 * 6,720 2,400 * 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 66,545 1 6,751 14,400 * 10,080 1,200 * 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
100% 100%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

3.2-9
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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: Varner Rd. Critical Approach Speed (Major) 35 mph Minor Street: West Dr. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 9,404 vpd Minor Street Future ADT = 225 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 9,404 1 225 8,000 * 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 9,404 1 225 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
9% 19%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045WP
JC 02/28/25
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\05_2045WP

3.2-10
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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: Varner Rd. Critical Approach Speed (Major) 35 mph Minor Street: Project Access 1 Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 8,731 vpd Minor Street Future ADT = 447 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 8,731 1 447 8,000 * 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 8,731 1 447 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
19% 37%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045WP
JC 02/28/25
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\06_2045WP

3.2-11
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California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: Varner Rd. Critical Approach Speed (Major) 35 mph Minor Street: Project Access 2 Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 7,598 vpd Minor Street Future ADT = 686 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 7,598 1 686 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 7,598 1 686 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
29% 57%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045WP
JC 02/28/25
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\07_2045WP

3.2-12
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California MUTCD (FHWA's MUTCD 2014, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: West Dr. Critical Approach Speed (Major) 35 mph Minor Street: Project Access 3 Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 1,089 vpd Minor Street Future ADT = 977 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1,089 1 977 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1,089 1 977 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
14% 9%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045WP
JC 02/28/25
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\08_2045WP

3.2-13
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California MUTCD (FHWA's MUTCD 2014, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: Project Access 4 - Future Mihalyo Rd. Critical Approach Speed (Major) 35 mph Minor Street: West Dr. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 3,383 vpd Minor Street Future ADT = 876 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 3,383 1 876 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 3,383 1 876 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
36% 28%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045WP
JC 02/28/25
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\09_2045WP

3.2-14
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California MUTCD (FHWA's MUTCD 2014, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Desert Hot Springs CHK DATE
Major Street: Palm Dr. Critical Approach Speed (Major) 35 mph Minor Street: Future Mihalyo Rd. Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes = 3 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 53,496 vpd Minor Street Future ADT = 2,924 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or
In built up area of isolated community of < 10,000 population …………….….….

Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 8,000 5,600 2,400 1,680
2 + 53,496 1 2,924 9,600 * 6,720 2,400 * 1,680
2 + 2 + 9,600 6,720 3,200 2,240
1 2 + 8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 1 12,000 8,400 1,200 850
2 + 53,496 1 2,924 14,400 * 10,080 1,200 * 850
2 + 2 + 14,400 10,080 1,600 1,120
1 2 + 12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
100% 100%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX ADT
2045WP
JC 02/28/25
F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Warrants\Daily.xlsx\10_2045WP

3.2-15
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Varner Road / West Drive Logistics Traffic Analysis
16328-03 TA Report.docx
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3.2-16
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Varner Road / West Drive Logistics Traffic Analysis
16328-03 TA Report.docx
APPENDIX 5.1: EAP (2027) CONDITIONS INTERSECTION OPERATIONS

ANALYSIS WORKSHEETS

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16328-03 TA Report.docx
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Lanes, Volumes, Timings EAP (2027) AM Peak Hour
1: Palm Dr. & I-10 EB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 167 0 444 0 0 0 0 397 157 0 1177 1084 Future Volume (vph) 167 0 444 0 0 0 0 397 157 0 1177 1084 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 500 0 0 0 270 0 315
Storage Lanes 1 1 0 0 0 1 0 1
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 849 799 651 782
Travel Time (s) 19.3 18.2 8.1 9.7
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%) 10% 48%
Turn Type Perm NA Perm NA Free NA Free
Protected Phases 4 2 6
Permitted Phases 4 4 Free Free
Detector Phase 4 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 27.0 27.0 27.0 33.0 33.0
Total Split (%) 45.0% 45.0% 45.0% 55.0% 55.0%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Max C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 45
Control Type: Actuated-Coordinated
Splits and Phases: 1: Palm Dr. & I-10 EB Ramps

5.1-1
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HCM 7th Signalized Intersection Summary EAP (2027) AM Peak Hour 1: Palm Dr. & I-10 EB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 167 0 444 0 0 0 0 397 157 0 1177 1084 Future Volume (veh/h) 167 0 444 0 0 0 0 397 157 0 1177 1084 Initial Q (Qb), veh 0 0 0 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 116 0 524 0 414 0 0 1226 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 022022
Cap, veh/h 397 0 701 0 3203 0 3203
Arrive On Green 0.22 0.00 0.22 0.00 0.63 0.00 0.00 1.00 0.00 Sat Flow, veh/h 1781 0 3149 0 5274 1585 0 5274 1585
Grp Volume(v), veh/h 116 0 524 0 414 0 0 1226 0
Grp Sat Flow(s),veh/h/ln 1781 0 1574 0 1702 1585 0 1702 1585 Q Serve(g_s), s 3.2 0.0 9.3 0.0 2.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 3.2 0.0 9.3 0.0 2.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 397 0 701 0 3203 0 3203
V/C Ratio(X) 0.29 0.00 0.75 0.00 0.13 0.00 0.38
Avail Cap(c_a), veh/h 668 0 1181 0 3203 0 3203
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.68 0.00 Uniform Delay (d), s/veh 19.4 0.0 21.7 0.0 4.5 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 1.6 0.0 0.1 0.0 0.0 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 %ile BackOfQ(50%),veh/ln 1.3 0.0 3.3 0.0 0.4 0.0 0.0 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 19.8 0.0 23.4 0.0 4.6 0.0 0.0 0.2 0.0 LnGrp LOS B C A A
Approach Vol, veh/h 640 414 1226
Approach Delay, s/veh 22.7 4.6 0.2
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 42.1 17.9 42.1
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 28.5 22.5 28.5
Max Q Clear Time (g_c+I1), s 4.0 11.3 2.0
Green Ext Time (p_c), s 2.4 2.0 8.5
Intersection Summary
HCM 7th Control Delay, s/veh 7.3
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

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

5.1-2
Item Number: 1.

Page 1294 of 2902 ends

Lanes, Volumes, Timings EAP (2027) AM Peak Hour
2: Palm Dr. & I-10 WB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 224 0 544 0 433 132 0 2037 95 Future Volume (vph) 0 0 0 224 0 544 0 433 132 0 2037 95 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 475 0 300 0 195
Storage Lanes 0 0 1 1 0 1 0 1
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 597 978 782 516
Travel Time (s) 13.6 22.2 9.7 6.4
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%) 10% 48%
Turn Type Perm NA Perm NA Free NA Free
Protected Phases 8 2 6
Permitted Phases 8 8 Free Free
Detector Phase 8 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 22.5 22.5 22.5 37.5 37.5
Total Split (%) 37.5% 37.5% 37.5% 62.5% 62.5%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Max C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 2: Palm Dr. & I-10 WB Ramps

5.1-3
Item Number: 1.

Page 1295 of 2902 ends

HCM 7th Signalized Intersection Summary EAP (2027) AM Peak Hour 2: Palm Dr. & I-10 WB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 224 0 544 0 433 132 0 2037 95 Future Volume (veh/h) 0 0 0 224 0 544 0 433 132 0 2037 95 Initial Q (Qb), veh 000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 159 0 664 0 461 0 0 2167 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222022022
Cap, veh/h 456 0 806 0 3034 0 3034
Arrive On Green 0.26 0.00 0.26 0.00 1.00 0.00 0.00 0.59 0.00 Sat Flow, veh/h 1781 0 3152 0 5274 1585 0 5274 1585
Grp Volume(v), veh/h 159 0 664 0 461 0 0 2167 0
Grp Sat Flow(s),veh/h/ln 1781 0 1576 0 1702 1585 0 1702 1585 Q Serve(g_s), s 4.4 0.0 11.9 0.0 0.0 0.0 0.0 18.0 0.0
Cycle Q Clear(g_c), s 4.4 0.0 11.9 0.0 0.0 0.0 0.0 18.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 456 0 806 0 3034 0 3034
V/C Ratio(X) 0.35 0.00 0.82 0.00 0.15 0.00 0.71
Avail Cap(c_a), veh/h 534 0 945 0 3034 0 3034
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.99 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 18.2 0.0 21.1 0.0 0.0 0.0 0.0 8.6 0.0 Incr Delay (d2), s/veh 0.5 0.0 5.2 0.0 0.1 0.0 0.0 1.5 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 0.0 4.6 0.0 0.0 0.0 0.0 3.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.7 0.0 26.3 0.0 0.1 0.0 0.0 10.0 0.0 LnGrp LOS B C A B
Approach Vol, veh/h 823 461 2167
Approach Delay, s/veh 24.8 0.1 10.0
Approach LOS C A B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 40.2 40.2 19.8
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 33.0 33.0 18.0
Max Q Clear Time (g_c+I1), s 2.0 20.0 13.9
Green Ext Time (p_c), s 2.8 10.2 1.4
Intersection Summary
HCM 7th Control Delay, s/veh 12.2
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

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

5.1-4
Item Number: 1.

Page 1296 of 2902 ends

Lanes, Volumes, Timings EAP (2027) AM Peak Hour
3: Palm Dr. & Paul Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 20 2 152 51 3 4 55 854 33 31 1925 74 Future Volume (vph) 20 2 152 51 3 4 55 854 33 31 1925 74 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 0 0 225 0 230 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 315 389 476 697
Travel Time (s) 7.2 8.8 5.9 8.6
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 44 88 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.8 22.8 22.8 22.8 11.8 85.8 11.4 85.4 Total Split (%) 19.0% 19.0% 19.0% 19.0% 9.8% 71.5% 9.5% 71.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 3: Palm Dr. & Paul Rd.

5.1-5
Item Number: 1.

Page 1297 of 2902 ends

HCM 7th Signalized Intersection Summary EAP (2027) AM Peak Hour 3: Palm Dr. & Paul Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 2 152 51 3 4 55 854 33 31 1925 74 Future Volume (veh/h) 20 2 152 51 3 4 55 854 33 31 1925 74 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 22 2 165 55 3 4 60 928 36 34 2092 80 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 311 3 237 114 7 4 77 2464 96 50 2414 92
Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.04 0.71 0.71 0.03 0.69 0.69 Sat Flow, veh/h 1405 19 1554 377 45 29 1781 3487 135 1781 3490 133 Grp Volume(v), veh/h 22 0 167 62 0 0 60 473 491 34 1058 1114 Grp Sat Flow(s),veh/h/ln 1405 0 1572 451 0 0 1781 1777 1845 1781 1777 1846 Q Serve(g_s), s 0.0 0.0 12.1 5.5 0.0 0.0 4.0 12.8 12.8 2.3 54.5 56.3 Cycle Q Clear(g_c), s 1.4 0.0 12.1 17.6 0.0 0.0 4.0 12.8 12.8 2.3 54.5 56.3 Prop In Lane 1.00 0.99 0.89 0.06 1.00 0.07 1.00 0.07
Lane Grp Cap(c), veh/h 311 0 240 125 0 0 77 1256 1304 50 1229 1277 V/C Ratio(X) 0.07 0.00 0.70 0.49 0.00 0.00 0.78 0.38 0.38 0.68 0.86 0.87 Avail Cap(c_a), veh/h 311 0 240 125 0 0 108 1256 1304 102 1229 1277 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.7 0.0 48.2 55.6 0.0 0.0 56.8 7.0 7.0 57.8 14.1 14.4 Incr Delay (d2), s/veh 0.1 0.0 8.5 3.0 0.0 0.0 20.4 0.9 0.8 14.6 8.0 8.4 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 0.6 0.0 5.3 2.0 0.0 0.0 2.2 4.0 4.1 1.2 19.1 20.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 43.8 0.0 56.7 58.6 0.0 0.0 77.2 7.9 7.9 72.4 22.1 22.8 LnGrp LOS D EE EAAECC
Approach Vol, veh/h 189 62 1024 2206
Approach Delay, s/veh 55.2 58.6 11.9 23.2
Approach LOS E E B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.9 89.3 22.8 9.7 87.5 22.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.9 81.3 18.3 7.3 80.9 18.3 Max Q Clear Time (g_c+I1), s 4.3 14.8 14.1 6.0 58.3 19.6 Green Ext Time (p_c), s 0.0 6.1 0.4 0.0 16.6 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 22.3
HCM 7th LOS C

5.1-6
Item Number: 1.

Page 1298 of 2902 ends

Lanes, Volumes, Timings EAP (2027) AM Peak Hour
4: Palm Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 3 65 94 8 20 207 652 25 26 1909 15 Future Volume (vph) 8 3 65 94 8 20 207 652 25 26 1909 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 170 0 200 0
Storage Lanes 0 0 0 0 1 0 1 0
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 55 55
Link Distance (ft) 2796 1468 2336 1125
Travel Time (s) 34.7 18.2 29.0 13.9
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 44 88 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.6 22.6 22.6 22.6 21.0 86.6 10.8 76.4 Total Split (%) 18.8% 18.8% 18.8% 18.8% 17.5% 72.2% 9.0% 63.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 4: Palm Dr. & Varner Rd.

5.1-7
Item Number: 1.

Page 1299 of 2902 ends

HCM 7th Signalized Intersection Summary EAP (2027) AM Peak Hour 4: Palm Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 8 3 65 94 8 20 207 652 25 26 1909 15 Future Volume (veh/h) 8 3 65 94 8 20 207 652 25 26 1909 15 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 9 3 71 103 9 22 227 716 27 29 2098 16 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 44 18 170 176 13 27 245 2591 98 46 2279 17
Arrive On Green 0.12 0.12 0.12 0.12 0.12 0.12 0.14 0.74 0.74 0.03 0.63 0.63 Sat Flow, veh/h 88 152 1421 1033 113 225 1781 3491 132 1781 3615 28 Grp Volume(v), veh/h 83 0 0 134 0 0 227 364 379 29 1030 1084 Grp Sat Flow(s),veh/h/ln 1662 0 0 1371 0 0 1781 1777 1846 1781 1777 1865 Q Serve(g_s), s 0.0 0.0 0.0 5.7 0.0 0.0 15.1 8.0 8.0 1.9 61.1 61.5 Cycle Q Clear(g_c), s 5.8 0.0 0.0 11.5 0.0 0.0 15.1 8.0 8.0 1.9 61.1 61.5 Prop In Lane 0.11 0.86 0.77 0.16 1.00 0.07 1.00 0.01
Lane Grp Cap(c), veh/h 232 0 0 217 0 0 245 1319 1370 46 1120 1176 V/C Ratio(X) 0.36 0.00 0.00 0.62 0.00 0.00 0.93 0.28 0.28 0.63 0.92 0.92 Avail Cap(c_a), veh/h 280 0 0 260 0 0 245 1319 1370 94 1120 1176 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.1 0.0 0.0 51.6 0.0 0.0 51.2 5.0 5.0 57.9 19.5 19.6 Incr Delay (d2), s/veh 0.9 0.0 0.0 3.2 0.0 0.0 38.2 0.5 0.5 13.4 13.4 13.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.0 0.0 4.0 0.0 0.0 9.0 2.3 2.4 1.0 24.5 25.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 50.0 0.0 0.0 54.7 0.0 0.0 89.3 5.5 5.5 71.2 32.9 32.7 LnGrp LOS D D F A A E C C
Approach Vol, veh/h 83 134 970 2143
Approach Delay, s/veh 50.0 54.7 25.1 33.3
Approach LOS DDCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.6 93.6 18.8 21.0 80.2 18.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 6.3 82.1 18.1 16.5 71.9 18.1 Max Q Clear Time (g_c+I1), s 3.9 10.0 7.8 17.1 63.5 13.5 Green Ext Time (p_c), s 0.0 4.3 0.2 0.0 7.0 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 32.2
HCM 7th LOS C

5.1-8
Item Number: 1.

Page 1300 of 2902 ends

Lanes, Volumes, Timings EAP (2027) AM Peak Hour
4: Palm Dr. & Varner Rd. With Improvements
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\02 - 2045 Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 3 65 94 8 20 207 652 25 26 1909 15 Future Volume (vph) 8 3 65 94 8 20 207 652 25 26 1909 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 90 0 90 0 170 0 200 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 55 55
Link Distance (ft) 2796 1468 2336 1125
Travel Time (s) 34.7 18.2 29.0 13.9
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Detector Phase 74 38 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 22.5 10.0 22.5 10.0 22.5 10.0 22.5 Total Split (s) 10.0 22.5 10.0 22.5 17.0 77.5 10.0 70.5 Total Split (%) 8.3% 18.8% 8.3% 18.8% 14.2% 64.6% 8.3% 58.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 4: Palm Dr. & Varner Rd.

5.1-9
Item Number: 1.

Page 1301 of 2902 ends

HCM 7th Signalized Intersection Summary EAP (2027) AM Peak Hour 4: Palm Dr. & Varner Rd. With Improvements
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\02 - 2045 Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 8 3 65 94 8 20 207 652 25 26 1909 15 Future Volume (veh/h) 8 3 65 94 8 20 207 652 25 26 1909 15 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 9 3 71 103 9 22 227 716 27 29 2098 16 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 19 4 95 82 47 114 186 2496 94 46 2301 18
Arrive On Green 0.01 0.06 0.06 0.05 0.10 0.10 0.10 0.72 0.72 0.03 0.64 0.64 Sat Flow, veh/h 1781 63 1495 1781 476 1164 1781 3491 132 1781 3615 28 Grp Volume(v), veh/h 9 0 74 103 0 31 227 364 379 29 1030 1084 Grp Sat Flow(s),veh/h/ln 1781 0 1558 1781 0 1640 1781 1777 1846 1781 1777 1865 Q Serve(g_s), s 0.6 0.0 5.6 5.5 0.0 2.1 12.5 8.8 8.8 1.9 60.1 60.5 Cycle Q Clear(g_c), s 0.6 0.0 5.6 5.5 0.0 2.1 12.5 8.8 8.8 1.9 60.1 60.5 Prop In Lane 1.00 0.96 1.00 0.71 1.00 0.07 1.00 0.01
Lane Grp Cap(c), veh/h 19 0 99 82 0 161 186 1270 1320 46 1131 1188 V/C Ratio(X) 0.47 0.00 0.75 1.26 0.00 0.19 1.22 0.29 0.29 0.63 0.91 0.91 Avail Cap(c_a), veh/h 82 0 234 82 0 246 186 1270 1320 82 1131 1188 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 59.0 0.0 55.3 57.2 0.0 49.7 53.7 6.1 6.1 57.9 18.8 18.9 Incr Delay (d2), s/veh 16.6 0.0 10.8 185.3 0.0 0.6 139.0 0.6 0.5 13.4 12.4 12.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 2.4 6.6 0.0 0.8 12.5 2.7 2.8 1.0 23.8 25.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 75.6 0.0 66.0 242.5 0.0 50.3 192.7 6.7 6.7 71.2 31.2 31.0 LnGrp LOS E E F D F A A E C C
Approach Vol, veh/h 83 134 970 2143
Approach Delay, s/veh 67.1 198.1 50.2 31.7
Approach LOS E F D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.6 90.3 10.0 12.1 17.0 80.9 5.8 16.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 73.0 5.5 18.0 12.5 66.0 5.5 18.0 Max Q Clear Time (g_c+I1), s 3.9 10.8 7.5 7.6 14.5 62.5 2.6 4.1 Green Ext Time (p_c), s 0.0 4.3 0.0 0.2 0.0 3.1 0.0 0.1 Intersection Summary
HCM 7th Control Delay, s/veh 44.7
HCM 7th LOS D

5.1-10
Item Number: 1.

Page 1302 of 2902 ends

Lanes, Volumes, Timings EAP (2027) AM Peak Hour
5: West Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 31 1 125 99 1 38
Future Volume (vph) 31 1 125 99 1 38
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 55 55 30
Link Distance (ft) 2025 2796 953
Travel Time (s) 25.1 34.7 21.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-11
Item Number: 1.

Page 1303 of 2902 ends

HCM 7th TWSC EAP (2027) AM Peak Hour
5: West Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 4.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 31 1 125 99 1 38
Future Vol, veh/h 31 1 125 99 1 38
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 34 1 136 108 1 41
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 35 0 414 34
Stage 1 - - - - 34 -
Stage 2 - - - - 379 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1577 - 595 1039
Stage 1 - - - - 988 -
Stage 2 - - - - 692 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1577 - 540 1039
Mov Cap-2 Maneuver - - - - 540 -
Stage 1 - - - - 988 -
Stage 2 - - - - 628 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 4.18 8.7

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1015 - - 1004 -
HCM Lane V/C Ratio 0.042 - - 0.086 -
HCM Ctrl Dly (s/v) 8.7 - - 7.5 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0.3 -

5.1-12
Item Number: 1.

Page 1304 of 2902 ends

Lanes, Volumes, Timings EAP (2027) AM Peak Hour
6: Project Access 1 & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 18 1 39 60 1 13
Future Volume (vph) 18 1 39 60 1 13
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 55 55 30
Link Distance (ft) 420 2025 316
Travel Time (s) 5.2 25.1 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-13
Item Number: 1.

Page 1305 of 2902 ends

HCM 7th TWSC EAP (2027) AM Peak Hour
6: Project Access 1 & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 3.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 18 1 39 60 1 13
Future Vol, veh/h 18 1 39 60 1 13
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 20 1 42 65 1 14
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 21 0 170 20
Stage 1 - - - - 20 -
Stage 2 - - - - 150 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1595 - 820 1058
Stage 1 - - - - 1003 -
Stage 2 - - - - 878 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1595 - 797 1058
Mov Cap-2 Maneuver - - - - 797 -
Stage 1 - - - - 1003 -
Stage 2 - - - - 854 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 2.88 8.54

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1034 - - 709 -
HCM Lane V/C Ratio 0.015 - - 0.027 -
HCM Ctrl Dly (s/v) 8.5 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0.1 -

5.1-14
Item Number: 1.

Page 1306 of 2902 ends

Lanes, Volumes, Timings EAP (2027) AM Peak Hour
7: Project Access 2 & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 0 0 60 0 0 18
Future Volume (vph) 0 0 60 0 0 18
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 55 55 30
Link Distance (ft) 455 420 472
Travel Time (s) 5.6 5.2 10.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-15
Item Number: 1.

Page 1307 of 2902 ends

HCM 7th TWSC EAP (2027) AM Peak Hour
7: Project Access 2 & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 7.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 60 0 0 18
Future Vol, veh/h 0 0 60 0 0 18
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 65 0 0 20
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1 0 132 1
Stage 1 - - - - 1 -
Stage 2 - - - - 130 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1622 - 862 1083
Stage 1 - - - - 1022 -
Stage 2 - - - - 896 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1622 - 828 1083
Mov Cap-2 Maneuver - - - - 828 -
Stage 1 - - - - 1022 -
Stage 2 - - - - 860 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 7.31 8.38

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1083 - - 1622 -
HCM Lane V/C Ratio 0.018 - - 0.04 -
HCM Ctrl Dly (s/v) 8.4 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0.1 -

5.1-16
Item Number: 1.

Page 1308 of 2902 ends

Lanes, Volumes, Timings EAP (2027) AM Peak Hour
8: West Dr. & Project Access 3
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 26 1 1 12 39 86
Future Volume (vph) 26 1 1 12 39 86
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 30 30
Link Distance (ft) 440 480 953
Travel Time (s) 10.0 10.9 21.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-17
Item Number: 1.

Page 1309 of 2902 ends

HCM 7th TWSC EAP (2027) AM Peak Hour
8: West Dr. & Project Access 3
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 1.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 26 1 1 12 39 86
Future Vol, veh/h 26 1 1 12 39 86
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 28 1 1 13 42 93
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 104 89 136 0 - 0
Stage 1 89 -----
Stage 2 15 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 894 969 1448 - - -
Stage 1 934 -----
Stage 2 1008 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 893 969 1448 - - -
Mov Cap-2 Maneuver 893 -----
Stage 1 934 -----
Stage 2 1008 -----
Approach EB NB SB
HCM Ctrl Dly, s/v 9.16 0.58 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 138 - 896 - -
HCM Lane V/C Ratio 0.001 - 0.033 - -
HCM Ctrl Dly (s/v) 7.5 0 9.2 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0.1 - -

5.1-18
Item Number: 1.

Page 1310 of 2902 ends

Lanes, Volumes, Timings EAP (2027) AM Peak Hour
9: West Dr. & Project Access 4
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 12 0 0 0 0 39
Future Volume (vph) 12 0 0 0 0 39
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 30 30
Link Distance (ft) 468 307 480
Travel Time (s) 10.6 7.0 10.9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-19
Item Number: 1.

Page 1311 of 2902 ends

HCM 7th TWSC EAP (2027) AM Peak Hour
9: West Dr. & Project Access 4
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 12 0 0 0 0 39
Future Vol, veh/h 12 0 0 0 0 39
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 13 0 0 0 0 42
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 21 21 42 0 - 0
Stage 1 21 -----
Stage 2 0 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 996 1056 1567 - - -
Stage 1 1001 -----
Stage 2 - -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 996 1056 1567 - - -
Mov Cap-2 Maneuver 996 -----
Stage 1 1001 -----
Stage 2 - -----
Approach EB NB SB
HCM Ctrl Dly, s/v 8.66 0 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1567 - 996 - -
HCM Lane V/C Ratio - - 0.013 - -
HCM Ctrl Dly (s/v) 0 - 8.7 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0 - -

5.1-20
Item Number: 1.

Page 1312 of 2902 ends

Lanes, Volumes, Timings EAP (2027) PM Peak Hour
1: Palm Dr. & I-10 EB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 132 0 195 0 0 0 0 1326 228 0 807 714 Future Volume (vph) 132 0 195 0 0 0 0 1326 228 0 807 714 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 500 0 0 0 270 0 315
Storage Lanes 1 1 0 0 0 1 0 1
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 849 799 651 782
Travel Time (s) 19.3 18.2 8.1 9.7
Confl. Peds. (#/hr) 5 55 55 55 5
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Shared Lane Traffic (%) 14% 46%
Turn Type Perm NA Perm NA Free NA Free
Protected Phases 4 2 6
Permitted Phases 4 4 Free Free
Detector Phase 4 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 25.0 25.0 25.0 35.0 35.0
Total Split (%) 41.7% 41.7% 41.7% 58.3% 58.3%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Max C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 45
Control Type: Actuated-Coordinated
Splits and Phases: 1: Palm Dr. & I-10 EB Ramps

5.1-21
Item Number: 1.

Page 1313 of 2902 ends

HCM 7th Signalized Intersection Summary EAP (2027) PM Peak Hour 1: Palm Dr. & I-10 EB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 132 0 195 0 0 0 0 1326 228 0 807 714 Future Volume (veh/h) 132 0 195 0 0 0 0 1326 228 0 807 714 Initial Q (Qb), veh 0 0 0 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 99 0 272 0 1490 0 0 907 0
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 022022
Cap, veh/h 240 0 422 0 3653 0 3653
Arrive On Green 0.13 0.00 0.13 0.00 0.72 0.00 0.00 1.00 0.00 Sat Flow, veh/h 1781 0 3135 0 5274 1585 0 5274 1585
Grp Volume(v), veh/h 99 0 272 0 1490 0 0 907 0
Grp Sat Flow(s),veh/h/ln 1781 0 1567 0 1702 1585 0 1702 1585 Q Serve(g_s), s 3.1 0.0 4.9 0.0 7.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 3.1 0.0 4.9 0.0 7.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 240 0 422 0 3653 0 3653
V/C Ratio(X) 0.41 0.00 0.64 0.00 0.41 0.00 0.25
Avail Cap(c_a), veh/h 609 0 1071 0 3653 0 3653
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.71 0.00 Uniform Delay (d), s/veh 23.8 0.0 24.6 0.0 3.4 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 1.1 0.0 1.7 0.0 0.3 0.0 0.0 0.1 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.0 1.8 0.0 0.6 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.9 0.0 26.3 0.0 3.8 0.0 0.0 0.1 0.0 LnGrp LOS C C A A
Approach Vol, veh/h 371 1490 907
Approach Delay, s/veh 25.9 3.8 0.1
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 47.4 12.6 47.4
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 30.5 20.5 30.5
Max Q Clear Time (g_c+I1), s 9.0 6.9 2.0
Green Ext Time (p_c), s 10.0 1.2 6.0
Intersection Summary
HCM 7th Control Delay, s/veh 5.5
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

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

5.1-22
Item Number: 1.

Page 1314 of 2902 ends

Lanes, Volumes, Timings EAP (2027) PM Peak Hour
2: Palm Dr. & I-10 WB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 0 0 224 0 1055 0 1113 345 0 1297 263 Future Volume (vph) 0 0 0 224 0 1055 0 1113 345 0 1297 263 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 475 0 300 0 195
Storage Lanes 0 0 1 1 0 1 0 1
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 597 978 782 516
Travel Time (s) 13.6 22.2 9.7 6.4
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%) 10% 49%
Turn Type Perm NA Perm NA Free NA Free
Protected Phases 8 2 6
Permitted Phases 8 8 Free Free
Detector Phase 8 8 8 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 34.0 34.0 34.0 26.0 26.0
Total Split (%) 56.7% 56.7% 56.7% 43.3% 43.3%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Max C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55
Control Type: Actuated-Coordinated
Splits and Phases: 2: Palm Dr. & I-10 WB Ramps

5.1-23
Item Number: 1.

Page 1315 of 2902 ends

HCM 7th Signalized Intersection Summary EAP (2027) PM Peak Hour 2: Palm Dr. & I-10 WB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 224 0 1055 0 1113 345 0 1297 263 Future Volume (veh/h) 0 0 0 224 0 1055 0 1113 345 0 1297 263 Initial Q (Qb), veh 000000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 161 0 1220 0 1197 0 0 1395 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, % 222022022
Cap, veh/h 787 0 1395 0 2085 0 2085
Arrive On Green 0.44 0.00 0.44 0.00 0.82 0.00 0.00 0.41 0.00 Sat Flow, veh/h 1781 0 3159 0 5274 1585 0 5274 1585
Grp Volume(v), veh/h 161 0 1220 0 1197 0 0 1395 0
Grp Sat Flow(s),veh/h/ln 1781 0 1580 0 1702 1585 0 1702 1585 Q Serve(g_s), s 3.3 0.0 21.1 0.0 4.9 0.0 0.0 13.3 0.0
Cycle Q Clear(g_c), s 3.3 0.0 21.1 0.0 4.9 0.0 0.0 13.3 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 787 0 1395 0 2085 0 2085
V/C Ratio(X) 0.20 0.00 0.87 0.00 0.57 0.00 0.67
Avail Cap(c_a), veh/h 876 0 1553 0 2085 0 2085
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.92 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 10.3 0.0 15.2 0.0 3.7 0.0 0.0 14.5 0.0 Incr Delay (d2), s/veh 0.1 0.0 5.4 0.0 1.1 0.0 0.0 1.7 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 %ile BackOfQ(50%),veh/ln 1.2 0.0 7.4 0.0 1.0 0.0 0.0 4.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 10.4 0.0 20.7 0.0 4.8 0.0 0.0 16.2 0.0 LnGrp LOS B C A B
Approach Vol, veh/h 1381 1197 1395
Approach Delay, s/veh 19.5 4.8 16.2
Approach LOS B A B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 29.0 29.0 31.0
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 21.5 21.5 29.5
Max Q Clear Time (g_c+I1), s 6.9 15.3 23.1
Green Ext Time (p_c), s 6.4 4.0 3.4
Intersection Summary
HCM 7th Control Delay, s/veh 13.9
HCM 7th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

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

5.1-24
Item Number: 1.

Page 1316 of 2902 ends

Lanes, Volumes, Timings EAP (2027) PM Peak Hour
3: Palm Dr. & Paul Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 65 3 95 34 6 4 141 1951 58 12 1429 29 Future Volume (vph) 65 3 95 34 6 4 141 1951 58 12 1429 29 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 120 0 0 0 225 0 230 0
Storage Lanes 1 0 0 0 1 0 1 0
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 315 389 476 697
Travel Time (s) 7.2 8.8 5.9 8.6
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 44 88 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 22.8 22.8 22.8 22.8 23.4 87.6 9.6 73.8
Total Split (%) 19.0% 19.0% 19.0% 19.0% 19.5% 73.0% 8.0% 61.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 3: Palm Dr. & Paul Rd.

5.1-25
Item Number: 1.

Page 1317 of 2902 ends

HCM 7th Signalized Intersection Summary EAP (2027) PM Peak Hour 3: Palm Dr. & Paul Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 65 3 95 34 6 4 141 1951 58 12 1429 29 Future Volume (veh/h) 65 3 95 34 6 4 141 1951 58 12 1429 29 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 68 3 100 36 6 4 148 2054 61 13 1504 31 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 224 5 172 107 17 7 177 2678 79 26 2405 50
Arrive On Green 0.11 0.11 0.11 0.11 0.11 0.11 0.10 0.76 0.76 0.01 0.68 0.68 Sat Flow, veh/h 1394 46 1526 477 148 60 1781 3524 104 1781 3560 73 Grp Volume(v), veh/h 68 0 103 46 0 0 148 1030 1085 13 750 785 Grp Sat Flow(s),veh/h/ln 1394 0 1571 685 0 0 1781 1777 1851 1781 1777 1857 Q Serve(g_s), s 0.0 0.0 7.5 3.2 0.0 0.0 9.8 39.8 40.8 0.9 28.4 28.5 Cycle Q Clear(g_c), s 5.2 0.0 7.5 10.7 0.0 0.0 9.8 39.8 40.8 0.9 28.4 28.5 Prop In Lane 1.00 0.97 0.78 0.09 1.00 0.06 1.00 0.04
Lane Grp Cap(c), veh/h 224 0 177 131 0 0 177 1350 1407 26 1200 1254 V/C Ratio(X) 0.30 0.00 0.58 0.35 0.00 0.00 0.84 0.76 0.77 0.50 0.62 0.63 Avail Cap(c_a), veh/h 279 0 240 185 0 0 281 1350 1407 76 1200 1254 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 49.5 0.0 50.5 54.0 0.0 0.0 53.1 8.2 8.4 58.7 10.9 11.0 Incr Delay (d2), s/veh 0.8 0.0 3.0 1.6 0.0 0.0 11.8 4.1 4.1 13.9 2.5 2.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 3.1 1.4 0.0 0.0 4.8 11.4 12.2 0.5 9.7 10.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 50.3 0.0 53.5 55.6 0.0 0.0 64.9 12.4 12.5 72.6 13.4 13.3 LnGrp LOS D DE EBBEBB
Approach Vol, veh/h 171 46 2263 1548
Approach Delay, s/veh 52.2 55.6 15.9 13.9
Approach LOS D E B B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.3 95.7 18.1 16.4 85.6 18.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.1 83.1 18.3 18.9 69.3 18.3 Max Q Clear Time (g_c+I1), s 2.9 42.8 9.5 11.8 30.5 12.7 Green Ext Time (p_c), s 0.0 23.4 0.5 0.2 12.5 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 17.1
HCM 7th LOS B

5.1-26
Item Number: 1.

Page 1318 of 2902 ends

Lanes, Volumes, Timings EAP (2027) PM Peak Hour
4: Palm Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 16 10 263 58 4 33 105 1850 69 22 1163 8 Future Volume (vph) 16 10 263 58 4 33 105 1850 69 22 1163 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 170 0 200 0
Storage Lanes 0 0 0 0 1 0 1 0
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 55 55
Link Distance (ft) 2796 1468 2336 1125
Travel Time (s) 34.7 18.2 29.0 13.9
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%)
Turn Type Perm NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 8
Detector Phase 44 88 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 28.0 28.0 28.0 28.0 19.9 82.2 9.8 72.1
Total Split (%) 23.3% 23.3% 23.3% 23.3% 16.6% 68.5% 8.2% 60.1% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
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
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Splits and Phases: 4: Palm Dr. & Varner Rd.

5.1-27
Item Number: 1.

Page 1319 of 2902 ends

HCM 7th Signalized Intersection Summary EAP (2027) PM Peak Hour 4: Palm Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 16 10 263 58 4 33 105 1850 69 22 1163 8 Future Volume (veh/h) 16 10 263 58 4 33 105 1850 69 22 1163 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 17 10 274 60 4 34 109 1927 72 23 1211 8 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 42 19 294 118 17 46 135 2343 87 40 2234 15
Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.08 0.67 0.67 0.02 0.62 0.62 Sat Flow, veh/h 52 97 1509 356 86 235 1781 3494 130 1781 3619 24 Grp Volume(v), veh/h 301 0 0 98 0 0 109 974 1025 23 595 624 Grp Sat Flow(s),veh/h/ln 1657 0 0 677 0 0 1781 1777 1846 1781 1777 1866 Q Serve(g_s), s 3.8 0.0 0.0 0.0 0.0 0.0 7.2 47.9 49.3 1.5 23.1 23.1 Cycle Q Clear(g_c), s 21.3 0.0 0.0 17.5 0.0 0.0 7.2 47.9 49.3 1.5 23.1 23.1 Prop In Lane 0.06 0.91 0.61 0.35 1.00 0.07 1.00 0.01
Lane Grp Cap(c), veh/h 354 0 0 180 0 0 135 1192 1238 40 1097 1152 V/C Ratio(X) 0.85 0.00 0.00 0.54 0.00 0.00 0.81 0.82 0.83 0.58 0.54 0.54 Avail Cap(c_a), veh/h 356 0 0 182 0 0 229 1192 1238 79 1097 1152 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 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.6 0.0 0.0 44.9 0.0 0.0 54.6 14.4 14.6 58.1 13.2 13.2 Incr Delay (d2), s/veh 17.3 0.0 0.0 3.3 0.0 0.0 10.8 6.3 6.5 12.6 1.9 1.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.1 0.0 0.0 2.8 0.0 0.0 3.5 17.1 18.3 0.8 8.4 8.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 65.0 0.0 0.0 48.2 0.0 0.0 65.4 20.7 21.1 70.7 15.1 15.0 LnGrp LOS E D E C C E B B
Approach Vol, veh/h 301 98 2108 1242
Approach Delay, s/veh 65.0 48.2 23.2 16.1
Approach LOS E D C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.2 85.0 27.8 13.6 78.6 27.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 5.3 77.7 23.5 15.4 67.6 23.5 Max Q Clear Time (g_c+I1), s 3.5 51.3 23.3 9.2 25.1 19.5 Green Ext Time (p_c), s 0.0 16.5 0.0 0.1 8.5 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 24.9
HCM 7th LOS C

5.1-28
Item Number: 1.

Page 1320 of 2902 ends

Lanes, Volumes, Timings EAP (2027) PM Peak Hour
4: Palm Dr. & Varner Rd. With Improvements
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\02 - 2045 Improvements.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 16 10 263 58 4 33 105 1850 69 22 1163 8 Future Volume (vph) 16 10 263 58 4 33 105 1850 69 22 1163 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 90 0 150 0 170 0 200 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 55 55 55 55
Link Distance (ft) 2796 1468 2336 1125
Travel Time (s) 34.7 18.2 29.0 13.9
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%)
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Detector Phase 74 38 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 22.5 10.0 22.5 10.0 22.5 10.0 22.5 Total Split (s) 10.0 23.2 10.0 23.2 19.0 76.8 10.0 67.8 Total Split (%) 8.3% 19.3% 8.3% 19.3% 15.8% 64.0% 8.3% 56.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
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) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection Natural Cycle: 110
Control Type: Actuated-Coordinated
Splits and Phases: 4: Palm Dr. & Varner Rd.

5.1-29
Item Number: 1.

Page 1321 of 2902 ends

HCM 7th Signalized Intersection Summary EAP (2027) PM Peak Hour 4: Palm Dr. & Varner Rd. With Improvements
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\02 - 2045 Improvements.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 16 10 263 58 4 33 105 1850 69 22 1163 8 Future Volume (veh/h) 16 10 263 58 4 33 105 1850 69 22 1163 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 17 10 274 60 4 34 109 1927 72 23 1211 8 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 32 9 237 77 30 259 135 2196 82 40 2082 14
Arrive On Green 0.02 0.16 0.16 0.04 0.18 0.18 0.08 0.63 0.63 0.02 0.58 0.58 Sat Flow, veh/h 1781 56 1523 1781 168 1430 1781 3494 130 1781 3619 24 Grp Volume(v), veh/h 17 0 284 60 0 38 109 974 1025 23 595 624 Grp Sat Flow(s),veh/h/ln 1781 0 1579 1781 0 1599 1781 1777 1846 1781 1777 1866 Q Serve(g_s), s 1.1 0.0 18.7 4.0 0.0 2.4 7.2 54.1 55.6 1.5 25.6 25.6 Cycle Q Clear(g_c), s 1.1 0.0 18.7 4.0 0.0 2.4 7.2 54.1 55.6 1.5 25.6 25.6 Prop In Lane 1.00 0.96 1.00 0.89 1.00 0.07 1.00 0.01
Lane Grp Cap(c), veh/h 32 0 246 77 0 289 135 1117 1161 40 1022 1073 V/C Ratio(X) 0.53 0.00 1.15 0.78 0.00 0.13 0.81 0.87 0.88 0.58 0.58 0.58 Avail Cap(c_a), veh/h 82 0 246 82 0 289 215 1117 1161 82 1022 1073 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 58.4 0.0 50.7 56.8 0.0 41.2 54.6 18.3 18.6 58.1 16.3 16.3 Incr Delay (d2), s/veh 12.9 0.0 105.5 35.5 0.0 0.2 11.3 9.4 9.9 12.6 2.4 2.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 14.2 2.5 0.0 0.9 3.5 21.0 22.5 0.8 9.8 10.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 71.3 0.0 156.1 92.3 0.0 41.4 65.9 27.7 28.5 70.7 18.7 18.6 LnGrp LOS E F F D E C C E B B
Approach Vol, veh/h 301 98 2108 1242
Approach Delay, s/veh 151.4 72.6 30.1 19.6
Approach LOS F E C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.2 79.9 9.7 23.2 13.6 73.5 6.7 26.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 72.3 5.5 18.7 14.5 63.3 5.5 18.7 Max Q Clear Time (g_c+I1), s 3.5 57.6 6.0 20.7 9.2 27.6 3.1 4.4 Green Ext Time (p_c), s 0.0 10.8 0.0 0.0 0.1 8.3 0.0 0.1 Intersection Summary
HCM 7th Control Delay, s/veh 37.4
HCM 7th LOS D

5.1-30
Item Number: 1.

Page 1322 of 2902 ends

Lanes, Volumes, Timings EAP (2027) PM Peak Hour
5: West Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 127 1 62 50 1 159
Future Volume (vph) 127 1 62 50 1 159
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 55 55 30
Link Distance (ft) 2025 2796 953
Travel Time (s) 25.1 34.7 21.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-31
Item Number: 1.

Page 1323 of 2902 ends

HCM 7th TWSC EAP (2027) PM Peak Hour
5: West Dr. & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 5.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 127 1 62 50 1 159
Future Vol, veh/h 127 1 62 50 1 159
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 138 1 67 54 1 173
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 139 0 328 139
Stage 1 - - - - 139 -
Stage 2 - - - - 189 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1444 - 667 910
Stage 1 - - - - 888 -
Stage 2 - - - - 843 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1444 - 635 910
Mov Cap-2 Maneuver - - - - 635 -
Stage 1 - - - - 888 -
Stage 2 - - - - 802 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 4.22 9.91

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 907 - - 996 -
HCM Lane V/C Ratio 0.192 - - 0.047 -
HCM Ctrl Dly (s/v) 9.9 - - 7.6 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.7 - - 0.1 -

5.1-32
Item Number: 1.

Page 1324 of 2902 ends

Lanes, Volumes, Timings EAP (2027) PM Peak Hour
6: Project Access 1 & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 77 1 20 30 1 50
Future Volume (vph) 77 1 20 30 1 50
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 55 55 30
Link Distance (ft) 420 2025 316
Travel Time (s) 5.2 25.1 7.2
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-33
Item Number: 1.

Page 1325 of 2902 ends

HCM 7th TWSC EAP (2027) PM Peak Hour
6: Project Access 1 & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 3.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 77 1 20 30 1 50
Future Vol, veh/h 77 1 20 30 1 50
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 84 1 22 33 1 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 85 0 160 84
Stage 1 - - - - 84 -
Stage 2 - - - - 76 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1512 - 831 975
Stage 1 - - - - 939 -
Stage 2 - - - - 947 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1512 - 818 975
Mov Cap-2 Maneuver - - - - 818 -
Stage 1 - - - - 939 -
Stage 2 - - - - 933 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 2.97 8.93

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 971 - - 720 -
HCM Lane V/C Ratio 0.057 - - 0.014 -
HCM Ctrl Dly (s/v) 8.9 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.2 - - 0 -

5.1-34
Item Number: 1.

Page 1326 of 2902 ends

Lanes, Volumes, Timings EAP (2027) PM Peak Hour
7: Project Access 2 & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (vph) 0 0 30 0 0 77
Future Volume (vph) 0 0 30 0 0 77
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 55 55 30
Link Distance (ft) 455 420 472
Travel Time (s) 5.6 5.2 10.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Free Free Stop
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-35
Item Number: 1.

Page 1327 of 2902 ends

HCM 7th TWSC EAP (2027) PM Peak Hour
7: Project Access 2 & Varner Rd.

Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 8.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 0 0 30 0 0 77
Future Vol, veh/h 0 0 30 0 0 77
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 33 0 0 84
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 1 0 66 1
Stage 1 - - - - 1 -
Stage 2 - - - - 65 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1622 - 939 1083
Stage 1 - - - - 1022 -
Stage 2 - - - - 957 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1622 - 920 1083
Mov Cap-2 Maneuver - - - - 920 -
Stage 1 - - - - 1022 -
Stage 2 - - - - 938 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 7.27 8.6

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1083 - - 1622 -
HCM Lane V/C Ratio 0.077 - - 0.02 -
HCM Ctrl Dly (s/v) 8.6 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.3 - - 0.1 -

5.1-36
Item Number: 1.

Page 1328 of 2902 ends

Lanes, Volumes, Timings EAP (2027) PM Peak Hour
8: West Dr. & Project Access 3
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 110 1 1 50 20 43
Future Volume (vph) 110 1 1 50 20 43
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 30 30
Link Distance (ft) 440 480 953
Travel Time (s) 10.0 10.9 21.7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-37
Item Number: 1.

Page 1329 of 2902 ends

HCM 7th TWSC EAP (2027) PM Peak Hour
8: West Dr. & Project Access 3
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 4.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 110 1 1 50 20 43
Future Vol, veh/h 110 1 1 50 20 43
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 120 1 1 54 22 47
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 102 45 68 0 - 0
Stage 1 45 -----
Stage 2 57 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 897 1025 1533 - - -
Stage 1 977 -----
Stage 2 966 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 896 1025 1533 - - -
Mov Cap-2 Maneuver 896 -----
Stage 1 977 -----
Stage 2 966 -----
Approach EB NB SB
HCM Ctrl Dly, s/v 9.64 0.14 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 35 - 897 - -
HCM Lane V/C Ratio 0.001 - 0.134 - -
HCM Ctrl Dly (s/v) 7.4 0 9.6 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0 - 0.5 - -

5.1-38
Item Number: 1.

Page 1330 of 2902 ends

Lanes, Volumes, Timings EAP (2027) PM Peak Hour
9: West Dr. & Project Access 4
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 50 0 0 0 0 20
Future Volume (vph) 50 0 0 0 0 20
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Link Speed (mph) 30 30 30
Link Distance (ft) 468 307 480
Travel Time (s) 10.6 7.0 10.9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Shared Lane Traffic (%)
Sign Control Stop Free Free
Intersection Summary
Area Type: Other
Control Type: Unsignalized

5.1-39
Item Number: 1.

Page 1331 of 2902 ends

HCM 7th TWSC EAP (2027) PM Peak Hour
9: West Dr. & Project Access 4
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Intersection
Int Delay, s/veh 6.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 50 0 0 0 0 20
Future Vol, veh/h 50 0 0 0 0 20
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 54 0 0 0 0 22
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 11 11 22 0 - 0
Stage 1 11 -----
Stage 2 0 -----
Critical Hdwy 6.42 6.22 4.12 - - -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 2.218 - - -
Pot Cap-1 Maneuver 1009 1070 1594 - - -
Stage 1 1012 -----
Stage 2 - -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1009 1070 1594 - - -
Mov Cap-2 Maneuver 1009 -----
Stage 1 1012 -----
Stage 2 - -----
Approach EB NB SB
HCM Ctrl Dly, s/v 8.77 0 0

HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1594 - 1009 - -
HCM Lane V/C Ratio - - 0.054 - -
HCM Ctrl Dly (s/v) 0 - 8.8 - -
HCM Lane LOS A - A - -
HCM 95th %tile Q(veh) 0 - 0.2 - -

5.1-40
Item Number: 1.

Page 1332 of 2902 ends

Varner Road / West Drive Logistics Traffic Analysis
16328-03 TA Report.docx
APPENDIX 6.1: EAPC (2027) CONDITIONS INTERSECTION OPERATIONS

ANALYSIS WORKSHEETS
Item Number: 1.

Page 1333 of 2902 ends

Varner Road / West Drive Logistics Traffic Analysis
16328-03 TA Report.docx
This Page Intentionally Left Blank

Item Number: 1.

Page 1334 of 2902 ends

Lanes, Volumes, Timings EAPC (2027) AM Peak Hour
1: Palm Dr. & I-10 EB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 226 0 501 0 0 0 0 536 157 0 1228 1199 Future Volume (vph) 226 0 501 0 0 0 0 536 157 0 1228 1199 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 500 0 0 0 270 0 315
Storage Lanes 1 1 0 0 0 1 0 1
Taper Length (ft) 100 100 100 100
Right Turn on Red Yes Yes Yes Yes
Link Speed (mph) 30 30 55 55
Link Distance (ft) 849 799 651 782
Travel Time (s) 19.3 18.2 8.1 9.7
Confl. Peds. (#/hr) 5 55 55 55 5
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 Shared Lane Traffic (%) 10% 48%
Turn Type Perm NA Perm NA Free NA Free
Protected Phases 4 2 6
Permitted Phases 4 4 Free Free
Detector Phase 4 4 4 2 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 22.5 22.5 22.5 22.5 22.5
Total Split (s) 28.0 28.0 28.0 32.0 32.0
Total Split (%) 46.7% 46.7% 46.7% 53.3% 53.3%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None C-Max C-Max
Intersection Summary
Area Type: Other
Cycle Length: 60
Actuated Cycle Length: 60
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 45
Control Type: Actuated-Coordinated
Splits and Phases: 1: Palm Dr. & I-10 EB Ramps

6.1-1
Item Number: 1.

Page 1335 of 2902 ends

HCM 7th Signalized Intersection Summary EAPC (2027) AM Peak Hour 1: Palm Dr. & I-10 EB Ramps
Varner Road / West Drive Logistics Traffic Analysis Synchro 12 Report F:\UXRjobs\_16100-16500\_16300\16328\02_LOS\Synchro\01 - Existing Lanes.syn Urban Crossroads, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 226 0 501 0 0 0 0 536 157 0 1228 1199 Future Volume (veh/h) 226 0 501 0 0 0 0 536 157 0 1228 1199 Initial Q (Qb), veh 0 0 0 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 0 1870 1870 Adj Flow Rate, veh/h 157 0 606 0 558 0 0 1279 0
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 022022
Cap, veh/h 449 0 794 0 3053 0 3053
Arrive On Green 0.25 0.00 0.25 0.00 0.60 0.00 0.00 1.00 0.00 Sat Flow, veh/h 1781 0 3151 0 5274 1585 0 5274 1585
Grp Volume(v), veh/h 157 0 606 0 558 0 0 1279 0
Grp Sat Flow(s),veh/h/ln 1781 0 1576 0 1702 1585 0 1702 1585 Q Serve(g_s), s 4.3 0.0 10.7 0.0 3.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 4.3 0.0 10.7 0.0 3.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 449 0 794 0 3053 0 3053
V/C Ratio(X) 0.35 0.00 0.76 0.00 0.18 0.00 0.42
Avail Cap(c_a), veh/h 698 0 1234 0 3053 0 3053
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.59 0.00 Uniform Delay (d), s/veh 18.4 0.0 20.8 0.0 5.4 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.0 1.6 0.0 0.1 0.0 0.0 0.3 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 1.7 0.0 3.8 0.0 0.6 0.0 0.0 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.9 0.0 22.3 0.0 5.6 0.0 0.0 0.3 0.0 LnGrp LOS B C A A
Approach Vol, veh/h 763 558 1279
Approach Delay, s/veh 21.6 5.6 0.3
Approach LOS C A A
Timer - Assigned Phs 2 4 6
Phs Duration (G+Y+Rc), s 40.4 19.6 40.4
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 27.5 23.5 27.5
Max Q Clear Time (g_c+I1), s 5.0 12.7 2.0
Green Ext Time (p_c), s 3.2 2.4 8.9
Intersection Summary
HCM 7th Control Delay, s/veh 7.7
HCM 7th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

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

6.1-2
Item Number: 1.

Page 1336 of 2902 ends

Desert Hot Springs City CouncilApril 21, 2026

Desert Hot Springs City Council
April 21, 2026