Riverside City Council
November 5, 2024

Å91
= Percent To/From Project
= Inbound
Van Buren Blvd.

Magnolia Ave.

Andrew St.

Primrose Dr.

Indiana Ave.

LEGEND:

N
EXHIBIT 4 : PROJECT TRIP DISTRIBUTION
7-Eleven TA Scoping Agreement
Dwy. 1
Dwy. 2
= Outbound
Van Buren Blvd.

Primrose Dr.

1.1-8
Å91
Site
Van Buren Blvd.

Magnolia Ave.

Andrew St.

Primrose Dr.

Indiana Ave.
= Existing Intersection Analysis Location
LEGEND:
= Future Intersection Analysis Location
0 0
N
3 5
6 EXHIBIT 5 : PROJECT TRAFFIC VOLUMES
7-Eleven TA Scoping Agreement
2 4
1 0 (0)
0 (0)
0 (0)
3 (4)
2 (3)
0 (0)
3 (4)
0 (0)
0 (0)
0 (0)
0 (0)
2 (3)
3 (4)
0 (0)
0 (0)
3 (4)
0 (0)
0 (0)
0 (0)
48 (56)
2 (3)
0 (0)
2 (3)
49 (57)
46 (52)
-36 (-40)
45 (51)
9 (11)
3 (4)
0 (0)
0 (0)
3 (4)
6 (7)
0 (0)
6 (7)
0 (0)
1 (1)
1 (1)
2 (3)
7 (8)
0 (0)
45 (53)
1 (1)
2 (3)
45 (53)
0 (0)
-36 (-42)
00 (00) = Peak Hour Volume AM (PM)
= Traffic Volumes Shown Here Are Total Net Trips*
*
*
*
= Average Daily Traffic (ADT)00
120
120
80 1611
80 318
318
1632
318
338
318
198
60 60
80 200
120

1.1-9
Table 1
ITE LU AM Peak Hour PM Peak Hour
Land Use1
Code Units2
In Out Total In Out Total
Convenience Store/Gas Station - GFA (2-4k) 945 VFP 8.03 8.03 16.06 9.21 9.21 18.42 265.12 1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021). 2 TSF = thousand square feet
AM Peak Hour PM Peak Hour
Units1
In Out Total In Out Total
Convenience Store/Gas Station - GFA (2-4k) 12 VFP 96 96 192 111 111 222 3,182 Pass-By (76% AM; 75% PM/Daily)2: -73 -73 -146 -83 -83 -166 -2,388 Total Net Trips: 23 23 46 28 28 56 794
1 VFP = Vehicle Fueling Positions
2 Pass-by Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Eleventh Edition (2021).

Project Trip Generation Summary
Daily
Project Land Use Quantity Daily

1.1-10
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
APPENDIX 1.2: QUEUING ANALYSIS WORKSHEETS

Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
This Page Intentionally Left Blank
Queuing and Blocking Report 7-Eleven TA (JN 16095)
Existing (2024) - AM Peak Hour 07/10/2024
Existing (2024) - AM Peak Hour SimTraffic Report
Urban Crossroads, Inc. Page 1
Intersection: 3: Van Buren Bl. & Primrose Dr./Andrew St.

Movement EB EB WB WB NB NB NB NB SB SB SB SB
Directions Served L TR L TR L T T TR L T T TR
Maximum Queue (ft) 47 150 162 119 134 167 150 164 76 153 240 752 Average Queue (ft) 8 71 79 45 78 76 103 119 27 44 180 342 95th Queue (ft) 32 127 140 90 124 153 164 172 62 108 316 608 Link Distance (ft) 176 447 140 140 140 1378
Upstream Blk Time (%) 0 0 1 2 5
Queuing Penalty (veh) 0 0 4 10 23
Storage Bay Dist (ft) 60 145 150 160 160 160
Storage Blk Time (%) 0 1 41001 01 3 0
Queuing Penalty (veh) 011001 03 2 0 0

1.2-1
Queuing and Blocking Report 7-Eleven TA (JN 16095)
Existing (2024) - PM Peak Hour 07/10/2024
Existing (2024) - PM Peak Hour SimTraffic Report
Urban Crossroads, Inc. Page 1
Intersection: 3: Van Buren Bl. & Primrose Dr./Andrew St.

Movement EB EB WB WB NB NB NB NB SB SB SB SB
Directions Served L TR L TR L T T TR L T T TR
Maximum Queue (ft) 83 182 144 121 139 177 160 163 86 203 240 1418 Average Queue (ft) 15 100 68 36 112 111 105 123 32 102 236 1234 95th Queue (ft) 50 171 120 82 151 199 170 178 70 201 268 1744 Link Distance (ft) 176 447 140 140 140 1378
Upstream Blk Time (%) 2 5 8 4 8 34
Queuing Penalty (veh) 4 0 36 17 35 0
Storage Bay Dist (ft) 60 145 150 160 160 160
Storage Blk Time (%) 0 2 31058 0 1 3 4 7
Queuing Penalty (veh) 1300 1 7 2 0 2 5 5 3 9 6

1.2-2
Queuing and Blocking Report 7-Eleven TA (JN 16095)
Cumulative (2045) Without Project - AM Peak Hour 07/10/2024 Cumulative (2045) Without Project - AM Peak Hour SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 3: Van Buren Bl. & Primrose Dr./Andrew St.

Movement EB EB WB WB NB NB NB NB SB SB SB SB
Directions Served L TR L TR L T T TR L T T TR
Maximum Queue (ft) 120 182 182 235 139 171 163 169 92 184 240 1433 Average Queue (ft) 27 104 103 67 103 116 125 136 28 74 228 1390 95th Queue (ft) 72 171 178 157 150 185 179 173 68 162 285 1544 Link Distance (ft) 176 447 140 140 140 1378
Upstream Blk Time (%) 2 3 7 8 13 54
Queuing Penalty (veh) 4 0 44 53 84 0
Storage Bay Dist (ft) 60 145 150 160 160 160
Storage Blk Time (%) 2 2 85137 05 4 7
Queuing Penalty (veh) 4751 1 4 1 4 1 2 7 4 8 7

1.2-3
Queuing and Blocking Report 7-Eleven TA (JN 16095)
Cumulative (2045) Without Project - PM Peak Hour 07/10/2024 Cumulative (2045) Without Project - PM Peak Hour SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 3: Van Buren Bl. & Primrose Dr./Andrew St.

Movement EB EB WB WB NB NB NB NB SB SB SB SB
Directions Served L TR L TR L T T TR L T T TR
Maximum Queue (ft) 120 187 167 204 139 184 166 174 78 202 240 1437 Average Queue (ft) 38 137 106 71 126 151 129 138 29 109 236 1392 95th Queue (ft) 95 208 175 177 154 195 180 176 67 205 267 1520 Link Distance (ft) 176 447 140 140 140 1378
Upstream Blk Time (%) 6 12 22 8 14 58
Queuing Penalty (veh) 20 0 144 54 93 0
Storage Bay Dist (ft) 60 145 150 160 160 160
Storage Blk Time (%) 2 38 7 0 12 22 1 12 52
Queuing Penalty (veh) 5 12 7 0 60 82 3 72 606

1.2-4
Queuing and Blocking Report 7-Eleven TA (JN 16095)
Cumulative (2045) With Project - AM Peak Hour 07/10/2024 Cumulative (2045) With Project - AM Peak Hour SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 2: Dwy. 1 & Primrose Dr.

Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 115 93 67
Average Queue (ft) 13 13 28
95th Queue (ft) 69 52 55
Link Distance (ft) 181 176 330
Upstream Blk Time (%) 0
Queuing Penalty (veh) 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Van Buren Bl. & Primrose Dr./Andrew St.

Movement EB EB WB WB NB NB NB NB SB SB SB SB
Directions Served L TR L TR L T T TR L T T TR
Maximum Queue (ft) 120 183 190 203 139 180 172 175 87 199 240 1437 Average Queue (ft) 65 116 109 73 114 129 130 139 28 74 227 1402 95th Queue (ft) 125 193 171 148 152 192 179 176 68 168 287 1423 Link Distance (ft) 176 447 140 140 140 1378
Upstream Blk Time (%) 5 5 10 8 14 62
Queuing Penalty (veh) 14 0 64 52 88 0
Storage Bay Dist (ft) 60 145 150 160 160 160
Storage Blk Time (%) 12 3 1415 1 0 06 5 1
Queuing Penalty (veh) 27 22 4 1 27 25 1 29 527
Intersection: 4: Van Buren Bl. & Dwy. 2
Movement EB NB NB NB
Directions Served R T T T
Maximum Queue (ft) 71 152 164 164
Average Queue (ft) 28 32 44 64
95th Queue (ft) 61 107 124 145
Link Distance (ft) 172 644 644 644
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 880

1.2-5
Queuing and Blocking Report 7-Eleven TA (JN 16095)
Cumulative (2045) With Project - PM Peak Hour 07/10/2024 Cumulative (2045) With Project - PM Peak Hour SimTraffic Report Urban Crossroads, Inc. Page 1
Intersection: 2: Dwy. 1 & Primrose Dr.

Movement EB WB NB
Directions Served TR LT LR
Maximum Queue (ft) 171 155 77
Average Queue (ft) 26 29 34
95th Queue (ft) 105 97 63
Link Distance (ft) 181 176 330
Upstream Blk Time (%) 0 0
Queuing Penalty (veh) 0 0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Van Buren Bl. & Primrose Dr./Andrew St.

Movement EB EB WB WB NB NB NB NB SB SB SB SB
Directions Served L TR L TR L T T TR L T T TR
Maximum Queue (ft) 120 190 200 263 139 200 170 169 97 212 240 1425 Average Queue (ft) 80 145 112 82 131 154 129 137 32 119 232 1400 95th Queue (ft) 137 211 185 204 151 206 180 175 74 221 280 1419 Link Distance (ft) 176 447 140 140 140 1378
Upstream Blk Time (%) 7 25 39 10 15 61
Queuing Penalty (veh) 28 0 252 63 97 0
Storage Bay Dist (ft) 60 145 150 160 160 160
Storage Blk Time (%) 24 40 9 1 25 39 1 16 53
Queuing Penalty (veh) 69 34 8 1 117 162 4 93 627
Intersection: 4: Van Buren Bl. & Dwy. 2
Movement EB NB NB NB SB
Directions Served R T T T TR
Maximum Queue (ft) 78 331 245 232 18
Average Queue (ft) 34 133 72 76 1
95th Queue (ft) 63 288 185 176 9
Link Distance (ft) 172 644 644 644 140
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1557

1.2-6
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
APPENDIX 3.1: TRAFFIC COUNTS
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
This Page Intentionally Left Blank
File Name : T02_RIV_VB_Prim AM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 1
City of Riverside
N/S: Van Buren Boulevard
E/W: Primrose Drive/Andrew Street
Weather: Clear
Groups Printed- Total Volume
Van Buren Boulevard
Southbound
Andrew Street
Westbound
Van Buren Boulevard
Northbound
Primrose Drive
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 3 223 1 0 227 22 4 3 2 29 22 252 3 2 277 1 5 26 14 32 18 565 583 07:15 AM 2 214 0 0 216 20 7 11 4 38 16 229 8 2 253 1 6 36 20 43 26 550 576 07:30 AM 4 234 1 0 239 20 7 4 4 31 23 271 10 2 304 4 13 33 11 50 17 624 641 07:45 AM 5 206 6 2 217 33 12 14 4 59 23 274 17 3 314 1 12 28 11 41 20 631 651 Total 14 877 8 2 899 95 30 32 14 157 84 1026 38 9 1148 7 36 123 56 166 81 2370 2451 08:00 AM 12 268 5 0 285 27 10 10 5 47 34 312 13 2 359 4 8 31 11 43 18 734 752 08:15 AM 6 267 2 0 275 38 12 6 4 56 38 246 15 3 299 0 8 31 17 39 24 669 693 08:30 AM 6 224 3 0 233 24 14 4 2 42 50 275 14 3 339 0 10 14 6 24 11 638 649 08:45 AM 8 211 4 1 223 27 9 6 4 42 34 246 13 1 293 1 3 16 14 20 20 578 598 Total 32 970 14 1 1016 116 45 26 15 187 156 1079 55 9 1290 5 29 92 48 126 73 2619 2692 Grand Total 46 1847 22 3 1915 211 75 58 29 344 240 2105 93 18 2438 12 65 215 104 292 154 4989 5143 Apprch % 2.4 96.4 1.1 61.3 21.8 16.9 9.8 86.3 3.8 4.1 22.3 73.6 Total % 0.9 37 0.4 38.4 4.2 1.5 1.2 6.9 4.8 42.2 1.9 48.9 0.2 1.3 4.3 5.9 3 97 Van Buren Boulevard
Southbound
Andrew Street
Westbound
Van Buren Boulevard
Northbound
Primrose Drive
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 07:45 AM
07:45 AM 5 206 6 217 33 12 14 59 23 274 17 314 1 12 28 41 631 08:00 AM 12 268 5 285 27 10 10 47 34 312 13 359 4 8 31 43 734 08:15 AM 6 267 2 275 38 12 6 56 38 246 15 299 0 8 31 39 669 08:30 AM 6 224 3 233 24 14 4 42 50 275 14 339 0 10 14 24 638 Total Volume 29 965 16 1010 122 48 34 204 145 1107 59 1311 5 38 104 147 2672 % App. Total 2.9 95.5 1.6 59.8 23.5 16.7 11.1 84.4 4.5 3.4 25.9 70.7 PHF .604 .900 .667 .886 .803 .857 .607 .864 .725 .887 .868 .913 .313 .792 .839 .855 .910 Counts Unlimited, Inc.

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

3.1-1
File Name : T02_RIV_VB_Prim AM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 2
City of Riverside
N/S: Van Buren Boulevard
E/W: Primrose Drive/Andrew Street
Weather: Clear
Van Buren Boulevard
Primrose Drive
Andrew Street
Van Buren Boulevard
Right
16 Thru
965
Left
29 InOut Total
1146 1010 2156
Right
34 Thru
48 Left
122
OutTotal In
126 204 330
Left
145
Thru
1107
Right
59 Out TotalIn
1191 1311 2502
Left
5 Thru
38 Right
104
TotalOut In
209 147 356
Peak Hour Begins at 07:45 AM

Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

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

3.1-2
File Name : T02_RIV_VB_Prim AM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 3
City of Riverside
N/S: Van Buren Boulevard
E/W: Primrose Drive/Andrew Street
Weather: Clear
Van Buren Boulevard
Southbound
Andrew Street
Westbound
Van Buren Boulevard
Northbound
Primrose Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:45 AM 07:45 AM 07:15 AM
+0 mins. 4 234 1 239 33 12 14 59 23 274 17 314 1 6 36 43 +15 mins. 5 206 6 217 27 10 10 47 34 312 13 359 4 13 33 50 +30 mins. 12 268 5 285 38 12 6 56 38 246 15 299 1 12 28 41 +45 mins. 6 267 2 275 24 14 4 42 50 275 14 339 4 8 31 43 Total Volume 27 975 14 1016 122 48 34 204 145 1107 59 1311 10 39 128 177 % App. Total 2.7 96 1.4 59.8 23.5 16.7 11.1 84.4 4.5 5.6 22 72.3 PHF .563 .910 .583 .891 .803 .857 .607 .864 .725 .887 .868 .913 .625 .750 .889 .885 Counts Unlimited, Inc.

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

3.1-3
File Name : T02_RIV_VB_Prim PM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 1
City of Riverside
N/S: Van Buren Boulevard
E/W: Primrose Drive/Andrew Street
Weather: Clear
Groups Printed- Total Volume
Van Buren Boulevard
Southbound
Andrew Street
Westbound
Van Buren Boulevard
Northbound
Primrose Drive
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 6 282 3 1 291 20 12 4 1 36 48 286 19 3 353 4 8 38 10 50 15 730 745 04:15 PM 9 291 6 1 306 15 10 4 2 29 49 254 12 1 315 11 5 33 12 49 16 699 715 04:30 PM 9 306 3 0 318 24 10 7 2 41 51 217 20 1 288 4 10 41 11 55 14 702 716 04:45 PM 13 263 5 0 281 25 11 8 5 44 58 260 25 5 343 5 7 33 11 45 21 713 734 Total 37 1142 17 2 1196 84 43 23 10 150 206 1017 76 10 1299 24 30 145 44 199 66 2844 2910 05:00 PM 5 333 8 0 346 28 14 6 2 48 47 259 16 6 322 4 3 33 11 40 19 756 775 05:15 PM 12 298 3 0 313 30 11 7 4 48 56 236 21 7 313 5 16 68 16 89 27 763 790 05:30 PM 8 277 4 0 289 23 9 9 5 41 80 271 22 1 373 1 7 44 18 52 24 755 779 05:45 PM 14 286 8 0 308 21 4 8 4 33 67 255 19 4 341 4 12 38 15 54 23 736 759 Total 39 1194 23 0 1256 102 38 30 15 170 250 1021 78 18 1349 14 38 183 60 235 93 3010 3103 Grand Total 76 2336 40 2 2452 186 81 53 25 320 456 2038 154 28 2648 38 68 328 104 434 159 5854 6013 Apprch % 3.1 95.3 1.6 58.1 25.3 16.6 17.2 77 5.8 8.8 15.7 75.6 Total % 1.3 39.9 0.7 41.9 3.2 1.4 0.9 5.5 7.8 34.8 2.6 45.2 0.6 1.2 5.6 7.4 2.6 97.4 Van Buren Boulevard
Southbound
Andrew Street
Westbound
Van Buren Boulevard
Northbound
Primrose Drive
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 05:00 PM
05:00 PM 5 333 8 346 28 14 6 48 47 259 16 322 4 3 33 40 756 05:15 PM 12 298 3 313 30 11 7 48 56 236 21 313 5 16 68 89 763 05:30 PM 8 277 4 289 23 9 9 41 80 271 22 373 1 7 44 52 755 05:45 PM 14 286 8 308 21 4 8 33 67 255 19 341 4 12 38 54 736 Total Volume 39 1194 23 1256 102 38 30 170 250 1021 78 1349 14 38 183 235 3010 % App. Total 3.1 95.1 1.8 60 22.4 17.6 18.5 75.7 5.8 6 16.2 77.9 PHF .696 .896 .719 .908 .850 .679 .833 .885 .781 .942 .886 .904 .700 .594 .673 .660 .986 Counts Unlimited, Inc.

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

3.1-4
File Name : T02_RIV_VB_Prim PM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 2
City of Riverside
N/S: Van Buren Boulevard
E/W: Primrose Drive/Andrew Street
Weather: Clear
Van Buren Boulevard
Primrose Drive
Andrew Street
Van Buren Boulevard
Right
23 Thru
1194
Left
39 InOut Total
1065 1256 2321
Right
30 Thru
38 Left
102
OutTotal In
155 170 325
Left
250
Thru
1021
Right
78 Out TotalIn
1479 1349 2828
Left
14 Thru
38 Right
183
TotalOut In
311 235 546
Peak Hour Begins at 05:00 PM

Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

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

3.1-5
File Name : T02_RIV_VB_Prim PM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 3
City of Riverside
N/S: Van Buren Boulevard
E/W: Primrose Drive/Andrew Street
Weather: Clear
Van Buren Boulevard
Southbound
Andrew Street
Westbound
Van Buren Boulevard
Northbound
Primrose Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:45 PM 05:00 PM
+0 mins. 9 306 3 318 24 10 7 41 58 260 25 343 4 3 33 40 +15 mins. 13 263 5 281 25 11 8 44 47 259 16 322 5 16 68 89 +30 mins. 5 333 8 346 28 14 6 48 56 236 21 313 1 7 44 52 +45 mins. 12 298 3 313 30 11 7 48 80 271 22 373 4 12 38 54 Total Volume 39 1200 19 1258 107 46 28 181 241 1026 84 1351 14 38 183 235 % App. Total 3.1 95.4 1.5 59.1 25.4 15.5 17.8 75.9 6.2 6 16.2 77.9 PHF .750 .901 .594 .909 .892 .821 .875 .943 .753 .946 .840 .905 .700 .594 .673 .660 Counts Unlimited, Inc.

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

3.1-6
Location: Date: 5/22/2024
N/S: Day: Wednesday
E/W:

North Leg East Leg South Leg West Leg
Van Buren Boulevard Andrew Street Van Buren Boulevard Primrose Drive Pedestrians Pedestrians Pedestrians Pedestrians
0 0 0 0 0
0 0 0 1 1
0 0 2 0 2
4 0 0 0 4
1 0 1 0 2
1 2 0 0 3
1 3 0 0 4
0 1 0 0 1
7 6 3 1 17
North Leg East Leg South Leg West Leg
Van Buren Boulevard Andrew Street Van Buren Boulevard Primrose Drive Pedestrians Pedestrians Pedestrians Pedestrians
2 0 0 0 2
1 0 0 0 1
0 0 0 0 0
0 1 2 1 4
1 0 0 1 2
0 0 2 0 2
1 2 0 1 4
1 1 1 0 3
6 4 5 3 18
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Riverside
Van Buren Boulevard
Primrose Dr/Andrew St

PEDESTRIANS
Counts Unlimited, Inc.

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

3.1-7
Location: Date: 5/22/2024
N/S: Day: Wednesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 1 0 0 0 0 0 1 0 2
0 3 0 0 0 0 0 0 0 0 0 0 3
0 2 0 0 0 0 0 1 0 0 0 0 3
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 1 0 0 0 0 0 0 0 0 0 0 1
0 6 0 0 1 0 0 1 0 0 1 0 9
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 1 0 0 0 0 0 0 0 1
0 1 1 0 1 0 0 0 0 0 0 0 3
0 1 1 0 2 0 0 0 0 0 0 0 4
Primrose Drive
TOTAL VOLUMES:

Van Buren Boulevard Andrew Street Van Buren Boulevard Primrose Drive Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Van Buren Boulevard Andrew Street Van Buren Boulevard
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Primrose Dr/Andrew St
Van Buren Boulevard
Riverside

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

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

3.1-8
File Name : T03_RIV_VB_91W AM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 1
City of Riverside
N/S: Van Buren Boulevard
E/W: SR-91 Westbound Ramps
Weather: Clear
Groups Printed- Total Volume
Van Buren Boulevard
Southbound
SR-91 Westbound Off Ramp
Westbound
Van Buren Boulevard
Northbound
SR-91 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 0 181 89 22 270 58 0 91 64 149 205 193 0 0 398 0 0 0 0 0 86 817 903 07:15 AM 0 175 87 18 262 79 0 92 59 171 188 180 0 0 368 0 0 0 0 0 77 801 878 07:30 AM 0 203 102 33 305 80 0 112 62 192 162 223 0 0 385 0 0 0 0 0 95 882 977 07:45 AM 0 167 77 27 244 114 0 127 60 241 187 218 0 0 405 0 0 0 0 0 87 890 977 Total 0 726 355 100 1081 331 0 422 245 753 742 814 0 0 1556 0 0 0 0 0 345 3390 3735 08:00 AM 0 216 115 19 331 113 0 119 72 232 198 222 0 0 420 0 0 0 0 0 91 983 1074 08:15 AM 0 212 115 24 327 96 0 119 57 215 203 222 0 0 425 0 0 0 0 0 81 967 1048 08:30 AM 0 184 96 17 280 62 0 106 64 168 207 222 0 0 429 0 0 0 0 0 81 877 958 08:45 AM 0 177 92 14 269 100 0 117 56 217 181 160 0 0 341 0 0 0 0 0 70 827 897 Total 0 789 418 74 1207 371 0 461 249 832 789 826 0 0 1615 0 0 0 0 0 323 3654 3977 Grand Total 0 1515 773 174 2288 702 0 883 494 1585 1531 1640 0 0 3171 0 0 0 0 0 668 7044 7712 Apprch % 0 66.2 33.8 44.3 0 55.7 48.3 51.7 0 0 0 0
Total % 0 21.5 11 32.5 10 0 12.5 22.5 21.7 23.3 0 45 0 0 0 0 8.7 91.3 Van Buren Boulevard
Southbound
SR-91 Westbound Off Ramp
Westbound
Van Buren Boulevard
Northbound
SR-91 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 07:30 AM
07:30 AM 0 203 102 305 80 0 112 192 162 223 0 385 0 0 0 0 882 07:45 AM 0 167 77 244 114 0 127 241 187 218 0 405 0 0 0 0 890 08:00 AM 0 216 115 331 113 0 119 232 198 222 0 420 0 0 0 0 983 08:15 AM 0 212 115 327 96 0 119 215 203 222 0 425 0 0 0 0 967 Total Volume 0 798 409 1207 403 0 477 880 750 885 0 1635 0 0 0 0 3722 % App. Total 0 66.1 33.9 45.8 0 54.2 45.9 54.1 0 0 0 0 PHF .000 .924 .889 .912 .884 .000 .939 .913 .924 .992 .000 .962 .000 .000 .000 .000 .947 Counts Unlimited, Inc.

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

3.1-9
File Name : T03_RIV_VB_91W AM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 2
City of Riverside
N/S: Van Buren Boulevard
E/W: SR-91 Westbound Ramps
Weather: Clear
Van Buren Boulevard
SR-91 Westbound On Ramp
SR-91 Westbound Off Ramp
Van Buren Boulevard
Right
409
Thru
798
Left
0 InOut Total
1362 1207 2569
Right
477
Thru
0 Left
403
OutTotal In
0 880 880
Left
750
Thru
885
Right
0 Out TotalIn
1201 1635 2836
Left
0 Thru
0 Right
0 TotalOut In
1159 0 1159
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

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

3.1-10
File Name : T03_RIV_VB_91W AM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 3
City of Riverside
N/S: Van Buren Boulevard
E/W: SR-91 Westbound Ramps
Weather: Clear
Van Buren Boulevard
Southbound
SR-91 Westbound Off Ramp
Westbound
Van Buren Boulevard
Northbound
SR-91 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 Each Approach Begins at:
07:30 AM 07:30 AM 07:45 AM 07:00 AM
+0 mins. 0 203 102 305 80 0 112 192 187 218 0 405 0 0 0 0 +15 mins. 0 167 77 244 114 0 127 241 198 222 0 420 0 0 0 0 +30 mins. 0 216 115 331 113 0 119 232 203 222 0 425 0 0 0 0 +45 mins. 0 212 115 327 96 0 119 215 207 222 0 429 0 0 0 0 Total Volume 0 798 409 1207 403 0 477 880 795 884 0 1679 0 0 0 0 % App. Total 0 66.1 33.9 45.8 0 54.2 47.3 52.7 0 0 0 0 PHF .000 .924 .889 .912 .884 .000 .939 .913 .960 .995 .000 .978 .000 .000 .000 .000 Counts Unlimited, Inc.

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

3.1-11
File Name : T03_RIV_VB_91W PM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 1
City of Riverside
N/S: Van Buren Boulevard
E/W: SR-91 Westbound Ramps
Weather: Clear
Groups Printed- Total Volume
Van Buren Boulevard
Southbound
SR-91 Westbound Off Ramp
Westbound
Van Buren Boulevard
Northbound
SR-91 Westbound On Ramp
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 0 245 86 29 331 117 0 133 57 250 147 227 0 0 374 0 0 0 0 0 86 955 1041 04:15 PM 0 248 97 20 345 117 1 116 47 234 144 208 0 0 352 0 0 0 0 0 67 931 998 04:30 PM 0 282 84 21 366 115 0 126 68 241 129 172 0 0 301 0 0 0 0 0 89 908 997 04:45 PM 0 247 84 27 331 118 0 134 65 252 156 227 0 0 383 0 0 0 0 0 92 966 1058 Total 0 1022 351 97 1373 467 1 509 237 977 576 834 0 0 1410 0 0 0 0 0 334 3760 4094 05:00 PM 0 297 94 35 391 118 0 124 61 242 130 199 0 0 329 0 0 0 0 0 96 962 1058 05:15 PM 0 305 102 24 407 128 0 128 61 256 157 209 0 0 366 0 0 0 0 0 85 1029 1114 05:30 PM 0 279 90 23 369 112 0 113 61 225 137 218 0 0 355 0 0 0 0 0 84 949 1033 05:45 PM 0 281 77 25 358 130 0 119 51 249 122 219 0 0 341 0 0 0 0 0 76 948 1024 Total 0 1162 363 107 1525 488 0 484 234 972 546 845 0 0 1391 0 0 0 0 0 341 3888 4229 Grand Total 0 2184 714 204 2898 955 1 993 471 1949 1122 1679 0 0 2801 0 0 0 0 0 675 7648 8323 Apprch % 0 75.4 24.6 49 0.1 50.9 40.1 59.9 0 0 0 0
Total % 0 28.6 9.3 37.9 12.5 0 13 25.5 14.7 22 0 36.6 0 0 0 0 8.1 91.9 Van Buren Boulevard
Southbound
SR-91 Westbound Off Ramp
Westbound
Van Buren Boulevard
Northbound
SR-91 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 04:45 PM
04:45 PM 0 247 84 331 118 0 134 252 156 227 0 383 0 0 0 0 966 05:00 PM 0 297 94 391 118 0 124 242 130 199 0 329 0 0 0 0 962 05:15 PM 0 305 102 407 128 0 128 256 157 209 0 366 0 0 0 0 1029 05:30 PM 0 279 90 369 112 0 113 225 137 218 0 355 0 0 0 0 949 Total Volume 0 1128 370 1498 476 0 499 975 580 853 0 1433 0 0 0 0 3906 % App. Total 0 75.3 24.7 48.8 0 51.2 40.5 59.5 0 0 0 0 PHF .000 .925 .907 .920 .930 .000 .931 .952 .924 .939 .000 .935 .000 .000 .000 .000 .949 Counts Unlimited, Inc.

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

3.1-12
File Name : T03_RIV_VB_91W PM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 2
City of Riverside
N/S: Van Buren Boulevard
E/W: SR-91 Westbound Ramps
Weather: Clear
Van Buren Boulevard
SR-91 Westbound On Ramp
SR-91 Westbound Off Ramp
Van Buren Boulevard
Right
370
Thru
1128
Left
0 InOut Total
1352 1498 2850
Right
499
Thru
0 Left
476
OutTotal In
0 975 975
Left
580
Thru
853
Right
0 Out TotalIn
1604 1433 3037
Left
0 Thru
0 Right
0 TotalOut In
950 0 950
Peak Hour Begins at 04:45 PM

Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

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

3.1-13
File Name : T03_RIV_VB_91W PM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 3
City of Riverside
N/S: Van Buren Boulevard
E/W: SR-91 Westbound Ramps
Weather: Clear
Van Buren Boulevard
Southbound
SR-91 Westbound Off Ramp
Westbound
Van Buren Boulevard
Northbound
SR-91 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 Each Approach Begins at:
05:00 PM 04:30 PM 04:45 PM 04:00 PM
+0 mins. 0 297 94 391 115 0 126 241 156 227 0 383 0 0 0 0 +15 mins. 0 305 102 407 118 0 134 252 130 199 0 329 0 0 0 0 +30 mins. 0 279 90 369 118 0 124 242 157 209 0 366 0 0 0 0 +45 mins. 0 281 77 358 128 0 128 256 137 218 0 355 0 0 0 0 Total Volume 0 1162 363 1525 479 0 512 991 580 853 0 1433 0 0 0 0 % App. Total 0 76.2 23.8 48.3 0 51.7 40.5 59.5 0 0 0 0 PHF .000 .952 .890 .937 .936 .000 .955 .968 .924 .939 .000 .935 .000 .000 .000 .000 Counts Unlimited, Inc.

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

3.1-14
Location: Date: 5/22/2024
N/S: Day: Wednesday
E/W:

North Leg East Leg South Leg West Leg
Van Buren Boulevard SR-91 WB Ramps Van Buren Boulevard SR-91 WB Ramps Pedestrians Pedestrians Pedestrians Pedestrians
0 0 0 0 0
0 1 0 0 1
0 0 0 1 1
0 0 0 0 0
0 0 0 1 1
0 0 0 1 1
0 2 0 0 2
1 1 0 1 3
1 4 0 4 9
North Leg East Leg South Leg West Leg
Van Buren Boulevard SR-91 WB Ramps Van Buren Boulevard SR-91 WB Ramps Pedestrians Pedestrians Pedestrians Pedestrians
0 0 0 1 1
1 1 0 0 2
0 0 0 5 5
0 0 0 1 1
0 0 0 1 1
0 2 0 0 2
0 0 0 0 0
0 1 0 0 1
1 4 0 8 13
Riverside
Van Buren Boulevard
SR-91 WB Ramps

PEDESTRIANS
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

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

3.1-15
Location: Date: 5/22/2024
N/S: Day: Wednesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 2 0 0 0 0 0 1 0 0 0 0 3
0 0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0 0 0 0 1
0 2 0 0 0 0 0 4 0 0 0 0 6
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 0 0 0 0 2 0 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0 0
0 2 0 0 0 0 0 0 0 0 0 0 2
0 2 0 0 0 0 0 6 0 0 0 0 8
SR-91 WB Ramps
Van Buren Boulevard
Riverside

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
5:30 PM
5:45 PM
Van Buren Boulevard SR-91 WB Ramps Van Buren Boulevard SR-91 WB Ramps TOTAL VOLUMES:

Van Buren Boulevard SR-91 WB Ramps Van Buren Boulevard SR-91 WB Ramps Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

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

3.1-16
File Name : T04_RIV_VB_Indi AM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 1
City of Riverside
N/S: Van Buren Boulevard
E/W: Indiana Avenue
Weather: Clear
Groups Printed- Total Volume
Van Buren Boulevard
Southbound
Indiana Avenue
Westbound
Van Buren Boulevard
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 20 128 98 31 246 7 28 49 6 84 4 384 8 0 396 37 39 102 53 178 90 904 994 07:15 AM 15 124 112 33 251 9 18 43 11 70 7 343 8 1 358 61 56 119 60 236 105 915 1020 07:30 AM 27 132 116 35 275 6 25 42 2 73 20 356 16 1 392 57 102 117 52 276 90 1016 1106 07:45 AM 38 160 94 30 292 14 20 51 4 85 12 320 11 0 343 77 99 111 65 287 99 1007 1106 Total 100 544 420 129 1064 36 91 185 23 312 43 1403 43 2 1489 232 296 449 230 977 384 3842 4226 08:00 AM 39 194 87 30 320 10 21 47 2 78 14 339 5 0 358 76 71 111 56 258 88 1014 1102 08:15 AM 48 183 103 32 334 14 26 69 3 109 9 327 14 0 350 76 85 103 57 264 92 1057 1149 08:30 AM 29 130 92 27 251 4 28 68 4 100 10 342 16 0 368 68 54 86 48 208 79 927 1006 08:45 AM 28 148 98 19 274 6 31 51 10 88 9 307 17 2 333 52 62 90 40 204 71 899 970 Total 144 655 380 108 1179 34 106 235 19 375 42 1315 52 2 1409 272 272 390 201 934 330 3897 4227 Grand Total 244 1199 800 237 2243 70 197 420 42 687 85 2718 95 4 2898 504 568 839 431 1911 714 7739 8453 Apprch % 10.9 53.5 35.7 10.2 28.7 61.1 2.9 93.8 3.3 26.4 29.7 43.9 Total % 3.2 15.5 10.3 29 0.9 2.5 5.4 8.9 1.1 35.1 1.2 37.4 6.5 7.3 10.8 24.7 8.4 91.6 Van Buren Boulevard
Southbound
Indiana Avenue
Westbound
Van Buren Boulevard
Northbound
Indiana Avenue
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 07:30 AM
07:30 AM 27 132 116 275 6 25 42 73 20 356 16 392 57 102 117 276 1016 07:45 AM 38 160 94 292 14 20 51 85 12 320 11 343 77 99 111 287 1007 08:00 AM 39 194 87 320 10 21 47 78 14 339 5 358 76 71 111 258 1014 08:15 AM 48 183 103 334 14 26 69 109 9 327 14 350 76 85 103 264 1057 Total Volume 152 669 400 1221 44 92 209 345 55 1342 46 1443 286 357 442 1085 4094 % App. Total 12.4 54.8 32.8 12.8 26.7 60.6 3.8 93 3.2 26.4 32.9 40.7 PHF .792 .862 .862 .914 .786 .885 .757 .791 .688 .942 .719 .920 .929 .875 .944 .945 .968 Counts Unlimited, Inc.

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

3.1-17
File Name : T04_RIV_VB_Indi AM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 2
City of Riverside
N/S: Van Buren Boulevard
E/W: Indiana Avenue
Weather: Clear
Van Buren Boulevard
Indiana Avenue
Indiana Avenue
Van Buren Boulevard
Right
400
Thru
669
Left
152
InOut Total
1837 1221 3058
Right
209
Thru
92 Left
44 OutTotal In
555 345 900
Left
55 Thru
1342
Right
46 Out TotalIn
1155 1443 2598
Left
286
Thru
357
Right
442
TotalOut In
547 1085 1632
Peak Hour Begins at 07:30 AM

Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

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

3.1-18
File Name : T04_RIV_VB_Indi AM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 3
City of Riverside
N/S: Van Buren Boulevard
E/W: Indiana Avenue
Weather: Clear
Van Buren Boulevard
Southbound
Indiana Avenue
Westbound
Van Buren Boulevard
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 08:00 AM 07:00 AM 07:30 AM
+0 mins. 27 132 116 275 10 21 47 78 4 384 8 396 57 102 117 276 +15 mins. 38 160 94 292 14 26 69 109 7 343 8 358 77 99 111 287 +30 mins. 39 194 87 320 4 28 68 100 20 356 16 392 76 71 111 258 +45 mins. 48 183 103 334 6 31 51 88 12 320 11 343 76 85 103 264 Total Volume 152 669 400 1221 34 106 235 375 43 1403 43 1489 286 357 442 1085 % App. Total 12.4 54.8 32.8 9.1 28.3 62.7 2.9 94.2 2.9 26.4 32.9 40.7 PHF .792 .862 .862 .914 .607 .855 .851 .860 .538 .913 .672 .940 .929 .875 .944 .945 Counts Unlimited, Inc.

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

3.1-19
File Name : T04_RIV_VB_Indi PM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 1
City of Riverside
N/S: Van Buren Boulevard
E/W: Indiana Avenue
Weather: Clear
Groups Printed- Total Volume
Van Buren Boulevard
Southbound
Indiana Avenue
Westbound
Van Buren Boulevard
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 35 220 106 38 361 6 40 50 6 96 12 292 24 0 328 81 115 183 88 379 132 1164 1296 04:15 PM 28 250 95 25 373 9 41 41 12 91 13 276 19 0 308 91 126 180 80 397 117 1169 1286 04:30 PM 32 240 119 32 391 12 42 30 7 84 9 223 10 2 242 81 116 196 58 393 99 1110 1209 04:45 PM 39 224 106 45 369 12 38 39 11 89 20 272 25 0 317 107 112 178 68 397 124 1172 1296 Total 134 934 426 140 1494 39 161 160 36 360 54 1063 78 2 1195 360 469 737 294 1566 472 4615 5087 05:00 PM 36 240 131 39 407 13 42 36 8 91 13 263 12 2 288 71 102 187 69 360 118 1146 1264 05:15 PM 48 268 126 62 442 24 37 45 5 106 14 262 13 2 289 103 112 193 83 408 152 1245 1397 05:30 PM 39 213 120 34 372 10 42 34 3 86 17 275 10 2 302 83 121 172 84 376 123 1136 1259 05:45 PM 41 233 141 64 415 12 38 34 5 84 20 262 7 0 289 83 109 170 66 362 135 1150 1285 Total 164 954 518 199 1636 59 159 149 21 367 64 1062 42 6 1168 340 444 722 302 1506 528 4677 5205 Grand Total 298 1888 944 339 3130 98 320 309 57 727 118 2125 120 8 2363 700 913 1459 596 3072 1000 9292 10292 Apprch % 9.5 60.3 30.2 13.5 44 42.5 5 89.9 5.1 22.8 29.7 47.5 Total % 3.2 20.3 10.2 33.7 1.1 3.4 3.3 7.8 1.3 22.9 1.3 25.4 7.5 9.8 15.7 33.1 9.7 90.3 Van Buren Boulevard
Southbound
Indiana Avenue
Westbound
Van Buren Boulevard
Northbound
Indiana Avenue
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 04:45 PM
04:45 PM 39 224 106 369 12 38 39 89 20 272 25 317 107 112 178 397 1172 05:00 PM 36 240 131 407 13 42 36 91 13 263 12 288 71 102 187 360 1146 05:15 PM 48 268 126 442 24 37 45 106 14 262 13 289 103 112 193 408 1245 05:30 PM 39 213 120 372 10 42 34 86 17 275 10 302 83 121 172 376 1136 Total Volume 162 945 483 1590 59 159 154 372 64 1072 60 1196 364 447 730 1541 4699 % App. Total 10.2 59.4 30.4 15.9 42.7 41.4 5.4 89.6 5 23.6 29 47.4 PHF .844 .882 .922 .899 .615 .946 .856 .877 .800 .975 .600 .943 .850 .924 .946 .944 .944 Counts Unlimited, Inc.

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

3.1-20
File Name : T04_RIV_VB_Indi PM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 2
City of Riverside
N/S: Van Buren Boulevard
E/W: Indiana Avenue
Weather: Clear
Van Buren Boulevard
Indiana Avenue
Indiana Avenue
Van Buren Boulevard
Right
483
Thru
945
Left
162
InOut Total
1590 1590 3180
Right
154
Thru
159
Left
59 OutTotal In
669 372 1041
Left
64 Thru
1072
Right
60 Out TotalIn
1734 1196 2930
Left
364
Thru
447
Right
730
TotalOut In
706 1541 2247
Peak Hour Begins at 04:45 PM

Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

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

3.1-21
File Name : T04_RIV_VB_Indi PM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 3
City of Riverside
N/S: Van Buren Boulevard
E/W: Indiana Avenue
Weather: Clear
Van Buren Boulevard
Southbound
Indiana Avenue
Westbound
Van Buren Boulevard
Northbound
Indiana Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:45 PM 04:45 PM 04:00 PM
+0 mins. 36 240 131 407 12 38 39 89 20 272 25 317 81 115 183 379 +15 mins. 48 268 126 442 13 42 36 91 13 263 12 288 91 126 180 397 +30 mins. 39 213 120 372 24 37 45 106 14 262 13 289 81 116 196 393 +45 mins. 41 233 141 415 10 42 34 86 17 275 10 302 107 112 178 397 Total Volume 164 954 518 1636 59 159 154 372 64 1072 60 1196 360 469 737 1566 % App. Total 10 58.3 31.7 15.9 42.7 41.4 5.4 89.6 5 23 29.9 47.1 PHF .854 .890 .918 .925 .615 .946 .856 .877 .800 .975 .600 .943 .841 .931 .940 .986 Counts Unlimited, Inc.

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

3.1-22
Location: Date: 5/22/2024
N/S: Day: Wednesday
E/W:

North Leg East Leg South Leg West Leg
Van Buren Boulevard Indiana Avenue Van Buren Boulevard Indiana Avenue Pedestrians Pedestrians Pedestrians Pedestrians
0 2 0 0 2
0 0 0 0 0
0 0 0 1 1
1 3 0 1 5
1 0 0 1 2
1 0 0 0 1
0 4 0 0 4
0 0 0 1 1
3 9 0 4 16
North Leg East Leg South Leg West Leg
Van Buren Boulevard Indiana Avenue Van Buren Boulevard Indiana Avenue Pedestrians Pedestrians Pedestrians Pedestrians
1 2 0 0 3
0 2 0 0 2
3 3 0 3 9
1 1 0 1 3
0 1 0 0 1
2 0 0 0 2
1 0 0 0 1
0 3 1 0 4
8 12 1 4 25
Riverside
Van Buren Boulevard
Indiana Avenue

PEDESTRIANS
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

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

3.1-23
Location: Date: 5/22/2024
N/S: Day: Wednesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 3 0 0 0 1 0 0 0 0 0 0 4
0 1 1 0 1 0 0 1 0 0 0 0 4
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0 0
0 4 1 0 1 2 0 1 0 0 0 0 9
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 1 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 1 0 1 0 2
0 0 0 0 1 0 0 0 0 0 0 0 1
0 0 0 0 0 0 0 1 0 0 0 1 2
1 0 0 0 0 1 0 1 0 0 0 0 3
0 0 0 0 0 0 0 1 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0 0
1 1 0 0 0 0 0 0 0 0 0 0 2
2 1 0 0 1 2 0 3 1 0 1 1 12
Indiana Avenue
Van Buren Boulevard
Riverside

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
5:30 PM
5:45 PM
Van Buren Boulevard Indiana Avenue Van Buren Boulevard Indiana Avenue TOTAL VOLUMES:

Van Buren Boulevard Indiana Avenue Van Buren Boulevard Indiana Avenue Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

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

3.1-24
File Name : T05_RIV_91E_Indi AM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 1
City of Riverside
N/S: SR-91 Eastbound Ramps
E/W: Indiana Avenue
Weather: Clear
Groups Printed- Total Volume
SR-91 Eastbound Ramps
Southbound
Indiana Avenue
Westbound
Indiana Avenue
Eastbound
Start Time Left Right RTOR App. Total Thru Right RTOR App. Total Left Thru RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 149 1 0 150 51 71 35 122 17 31 0 48 35 320 355 07:15 AM 186 0 0 186 57 85 40 142 21 55 0 76 40 404 444 07:30 AM 170 0 0 170 68 93 26 161 31 101 0 132 26 463 489 07:45 AM 200 1 1 201 64 70 28 134 21 89 0 110 29 445 474 Total 705 2 1 707 240 319 129 559 90 276 0 366 130 1632 1762 08:00 AM 200 1 0 201 60 58 26 118 11 61 0 72 26 391 417 08:15 AM 196 2 0 198 78 60 32 138 18 80 0 98 32 434 466 08:30 AM 156 2 0 158 69 64 33 133 8 46 0 54 33 345 378
08:45 AM 172 2 0 174 73 57 8 130 19 44 0 63 8 367 375
Total 724 7 0 731 280 239 99 519 56 231 0 287 99 1537 1636 Grand Total 1429 9 1 1438 520 558 228 1078 146 507 0 653 229 3169 3398 Apprch % 99.4 0.6 48.2 51.8 22.4 77.6
Total % 45.1 0.3 45.4 16.4 17.6 34 4.6 16 20.6 6.7 93.3 SR-91 Eastbound Ramps
Southbound
Indiana Avenue
Westbound
Indiana Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru 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 07:30 AM
07:30 AM 170 0 170 68 93 161 31 101 132 463
07:45 AM 200 1 201 64 70 134 21 89 110 445
08:00 AM 200 1 201 60 58 118 11 61 72 391
08:15 AM 196 2 198 78 60 138 18 80 98 434
Total Volume 766 4 770 270 281 551 81 331 412 1733
% App. Total 99.5 0.5 49 51 19.7 80.3
PHF .958 .500 .958 .865 .755 .856 .653 .819 .780 .936
Counts Unlimited, Inc.

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

3.1-25
File Name : T05_RIV_91E_Indi AM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 2
City of Riverside
N/S: SR-91 Eastbound Ramps
E/W: Indiana Avenue
Weather: Clear
SR-91 Eastbound Ramps
Indiana Avenue
Indiana Avenue
Right
4 Left
766
InOut Total
362 770 1132
Right
281
Thru
270
OutTotal In
1097 551 1648
Left
81 Thru
331
TotalOut In
274 412 686
Peak Hour Begins at 07:30 AM

Total Volume
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:
07:30 AM 07:00 AM 07:30 AM
+0 mins. 170 0 170 51 71 122 31 101 132
+15 mins. 200 1 201 57 85 142 21 89 110
+30 mins. 200 1 201 68 93 161 11 61 72
+45 mins. 196 2 198 64 70 134 18 80 98
Total Volume 766 4 770 240 319 559 81 331 412
% App. Total 99.5 0.5 42.9 57.1 19.7 80.3
PHF .958 .500 .958 .882 .858 .868 .653 .819 .780
Counts Unlimited, Inc.

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

3.1-26
File Name : T05_RIV_91E_Indi PM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 1
City of Riverside
N/S: SR-91 Eastbound Ramps
E/W: Indiana Avenue
Weather: Clear
Groups Printed- Total Volume
SR-91 Eastbound Ramps
Southbound
Indiana Avenue
Westbound
Indiana Avenue
Eastbound
Start Time Left Right RTOR App. Total Thru Right RTOR App. Total Left Thru RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 287 5 0 292 89 61 27 150 30 111 0 141 27 583 610 04:15 PM 246 1 0 247 94 62 8 156 21 129 0 150 8 553 561 04:30 PM 298 3 0 301 85 69 25 154 29 96 0 125 25 580 605 04:45 PM 288 3 0 291 110 61 18 171 35 112 0 147 18 609 627 Total 1119 12 0 1131 378 253 78 631 115 448 0 563 78 2325 2403 05:00 PM 264 2 0 266 105 86 17 191 39 99 0 138 17 595 612 05:15 PM 288 7 1 295 94 83 43 177 27 109 0 136 44 608 652 05:30 PM 259 2 0 261 88 77 40 165 22 107 0 129 40 555 595 05:45 PM 296 0 0 296 110 79 42 189 15 89 0 104 42 589 631 Total 1107 11 1 1118 397 325 142 722 103 404 0 507 143 2347 2490 Grand Total 2226 23 1 2249 775 578 220 1353 218 852 0 1070 221 4672 4893 Apprch % 99 1 57.3 42.7 20.4 79.6
Total % 47.6 0.5 48.1 16.6 12.4 29 4.7 18.2 22.9 4.5 95.5 SR-91 Eastbound Ramps
Southbound
Indiana Avenue
Westbound
Indiana Avenue
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru 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 04:30 PM
04:30 PM 298 3 301 85 69 154 29 96 125 580
04:45 PM 288 3 291 110 61 171 35 112 147 609
05:00 PM 264 2 266 105 86 191 39 99 138 595
05:15 PM 288 7 295 94 83 177 27 109 136 608
Total Volume 1138 15 1153 394 299 693 130 416 546 2392
% App. Total 98.7 1.3 56.9 43.1 23.8 76.2
PHF .955 .536 .958 .895 .869 .907 .833 .929 .929 .982
Counts Unlimited, Inc.

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

3.1-27
File Name : T05_RIV_91E_Indi PM
Site Code : 05124531
Start Date : 5/22/2024
Page No : 2
City of Riverside
N/S: SR-91 Eastbound Ramps
E/W: Indiana Avenue
Weather: Clear
SR-91 Eastbound Ramps
Indiana Avenue
Indiana Avenue
Right
15 Left
1138
InOut Total
429 1153 1582
Right
299
Thru
394
OutTotal In
1554 693 2247
Left
130
Thru
416
TotalOut In
409 546 955
Peak Hour Begins at 04:30 PM

Total Volume
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:
04:30 PM 05:00 PM 04:00 PM
+0 mins. 298 3 301 105 86 191 30 111 141
+15 mins. 288 3 291 94 83 177 21 129 150
+30 mins. 264 2 266 88 77 165 29 96 125
+45 mins. 288 7 295 110 79 189 35 112 147
Total Volume 1138 15 1153 397 325 722 115 448 563
% App. Total 98.7 1.3 55 45 20.4 79.6
PHF .955 .536 .958 .902 .945 .945 .821 .868 .938
Counts Unlimited, Inc.

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

3.1-28
Location: Date: 5/22/2024
N/S: Day: Wednesday
E/W:

North Leg East Leg South Leg West Leg
SR-91 EB Ramps Indiana Avenue Dead End Indiana Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
0 0 0 0 0
0 0 0 0 0
0 0 1 0 1
1 0 0 0 1
1 0 1 0 2
0 0 0 0 0
0 0 0 0 0
0 0 0 0 0
2 0 2 0 4
North Leg East Leg South Leg West Leg
SR-91 EB Ramps Indiana Avenue Dead End Indiana Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
0 0 0 0 0
2 0 0 0 2
0 0 1 0 1
1 0 0 0 1
1 0 0 0 1
1 0 0 0 1
1 0 1 1 3
0 0 2 0 2
6 0 4 1 11
Riverside
SR-91 EB Ramps
Indiana Avenue

PEDESTRIANS
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

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

3.1-29
Location: Date: 5/22/2024
N/S: Day: Wednesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 2 0 2
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 2 0 0 0 0 0 0 0 2
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 2 0 0 0 0 0 2 0 4
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 0 0 0 0 0 0 0 0 0 0 1 0 1
0 0 0 0 0 0 0 0 0 0 1 0 1
0 0 0 0 1 0 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 1 0 1
0 0 0 0 0 0 0 0 0 0 1 0 1
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 1 0 0 0 0 0 4 0 5
Indiana Avenue
SR-91 EB Ramps
Riverside

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
5:30 PM
5:45 PM
SR-91 EB Ramps Indiana Avenue Dead End Indiana Avenue
TOTAL VOLUMES:

SR-91 EB Ramps Indiana Avenue Dead End Indiana Avenue
Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

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

3.1-30

City of Riverside
Van Buren Boulevard
S/ Andrew Street
24 Hour Directional Volume Count

RIV001
Site Code: 051-24531

Counts Unlimited, Inc.

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

Start 5/22/24 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 105 326 62 281
12:15 80 277 59 306
12:30 49 331 57 309
12:45 51 311 285 1245 48 310 226 1206 511 2451
01:00 55 317 34 285
01:15 41 300 28 351
01:30 28 331 33 309
01:45 41 330 165 1278 24 315 119 1260 284 2538
02:00 29 355 33 350
02:15 32 365 34 357
02:30 29 355 32 325
02:45 44 404 134 1479 50 335 149 1367 283 2846
03:00 29 312 59 328
03:15 40 336 68 370
03:30 50 306 90 339
03:45 58 366 177 1320 102 293 319 1330 496 2650
04:00 58 353 116 340
04:15 78 315 178 339
04:30 164 288 179 371
04:45 88 343 388 1299 191 321 664 1371 1052 2670
05:00 109 322 163 394
05:15 122 313 183 396
05:30 158 373 199 344
05:45 169 341 558 1349 179 345 724 1479 1282 2828
06:00 194 352 212 345
06:15 210 322 212 331
06:30 256 267 246 319
06:45 260 301 920 1242 237 288 907 1283 1827 2525
07:00 277 233 271 315
07:15 253 272 270 279
07:30 304 248 287 295
07:45 314 245 1148 998 267 257 1095 1146 2243 2144
08:00 359 257 326 274
08:15 299 189 336 246
08:30 339 228 262 243
08:45 293 205 1290 879 254 241 1178 1004 2468 1883
09:00 257 196 240 199
09:15 244 175 238 194
09:30 228 177 264 179
09:45 277 150 1006 698 223 152 965 724 1971 1422
10:00 262 152 240 158
10:15 253 138 276 145
10:30 232 135 244 154
10:45 265 123 1012 548 250 105 1010 562 2022 1110
11:00 277 114 277 115
11:15 286 92 270 97
11:30 250 85 291 119
11:45 276 108 1089 399 289 67 1127 398 2216 797
Total 8172 12734 8172 12734 8483 13130 8483 13130 16655 25864 Combined
Total 20906 20906 21613 21613 42519
AM Peak - 07:45 - - - 07:30 - - - - -
Vol. - 1311 - - - 1216 - - - - -
P.H.F. 0.913 0.905
PM Peak - - 02:00 - - - 04:30 - - - -
Vol. - - 1479 - - - 1482 - - - -
P.H.F. 0.915 0.936

Percentag
e 39.1% 60.9% 39.2% 60.8%
ADT/AADT ADT 42,519 AADT 42,519

3.1-31
This Page Intentionally Left Blank

3.1-32
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
APPENDIX 3.2: EXISTING (2024) CONDITIONS INTERSECTION

OPERATIONS ANALYSIS WORKSHEETS

Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
This Page Intentionally Left Blank
Timings 7-Eleven TA (JN 16095)
1: Indiana Av. & SR-91 EB Ramps 07/03/2024
Existing (2024) - AM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT WBR SBL
Lane Configurations
Traffic Volume (vph) 81 331 270 281 766
Future Volume (vph) 81 331 270 281 766
Turn Type Prot NA NA pm+ov Prot
P r o t e c t e d P h a s e s 52644
Permitted Phases 6
D e t e c t o r P h a s e 52644
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 49.5 10.0 10.0
Total Split (s) 21.0 74.0 53.0 56.0 56.0
Total Split (%) 16.2% 56.9% 40.8% 43.1% 43.1%
Yellow Time (s) 3.5 4.5 4.5 4.0 4.0
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 5.5 5.5 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None C-Min C-Min None None
Act Effct Green (s) 11.6 82.1 66.0 103.9 37.4
Actuated g/C Ratio 0.09 0.63 0.51 0.80 0.29
v/c Ratio 0.54 0.16 0.16 0.23 0.83
Control Delay (s/veh) 68.8 10.7 23.5 0.8 50.8
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 68.8 10.7 23.5 0.8 50.8

L O S EBCAD
Approach Delay (s/veh) 22.1 11.9 50.8
Approach LOS C B D
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.83
Intersection Signal Delay (s/veh): 31.6 Intersection LOS: C Intersection Capacity Utilization 75.6% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 1: Indiana Av. & SR-91 EB Ramps

3.2-1
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 1: Indiana Av. & SR-91 EB Ramps 07/03/2024
Existing (2024) - AM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 81 331 270 281 766 4
Future Volume (veh/h) 81 331 270 281 766 4
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 86 352 287 159 815 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 109 2365 2026 1285 904 402
Arrive On Green 0.06 0.67 0.19 0.19 0.25 0.00
Sat Flow, veh/h 1781 3647 3647 1550 3563 1585
Grp Volume(v), veh/h 86 352 287 159 815 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1550 1781 1585
Q Serve(g_s), s 6.2 4.8 8.8 4.6 28.8 0.0
Cycle Q Clear(g_c), s 6.2 4.8 8.8 4.6 28.8 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 109 2365 2026 1285 904 402
V/C Ratio(X) 0.79 0.15 0.14 0.12 0.90 0.00
Avail Cap(c_a), veh/h 226 2365 2026 1285 1398 622
HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.92 0.92 1.00 0.00
Uniform Delay (d), s/veh 60.2 8.1 26.2 4.6 46.9 0.0
Incr Delay (d2), s/veh 12.1 0.1 0.1 0.2 4.9 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.1 1.7 3.9 4.6 13.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 72.4 8.2 26.4 4.8 51.9 0.0
LnGrp LOS E A C A D
Approach Vol, veh/h 438 446 815
Approach Delay, s/veh 20.8 18.7 51.9
Approach LOS C B D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 92.0 38.0 12.4 79.6
Change Period (Y+Rc), s 5.5 5.0 4.5 5.5
Max Green Setting (Gmax), s 68.5 51.0 16.5 47.5
Max Q Clear Time (g_c+I1), s 6.8 30.8 8.2 10.8
Green Ext Time (p_c), s 1.9 2.2 0.1 1.9
Intersection Summary
HCM 7th Control Delay, s/veh 35.1
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

3.2-2
Timings 7-Eleven TA (JN 16095)
3: Van Buren Bl. & Primrose Dr./Andrew St. 07/03/2024
Existing (2024) - AM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL W BT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 5 38 122 48 145 1107 29 965
Future Volume (vph) 5 38 122 48 145 1107 29 965
Turn Type Prot NA Prot NA Prot NA Prot NA
P r o t e c t e d P h a s e s 74385216
Permitted Phases
D e t e c t o r P h a s e 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 33.6 9.6 33.6 9.6 22.4 9.6 22.4
Total Split (s) 9.7 34.0 21.4 45.7 24.0 53.5 11.1 40.6
Total Split (%) 8.1% 28.3% 17.8% 38.1% 20.0% 44.6% 9.3% 33.8% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.6 5.4 4.6 5.4
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 None None None
Act Effct Green (s) 5.3 13.3 11.1 27.9 12.4 37.2 6.0 25.9 Actuated g/C Ratio 0.06 0.16 0.13 0.34 0.15 0.45 0.07 0.31 v/c Ratio 0.04 0.44 0.57 0.15 0.60 0.57 0.25 0.68
Control Delay (s/veh) 48.2 17.2 47.5 16.6 46.6 19.8 49.2 28.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 48.2 17.2 47.5 16.6 46.6 19.8 49.2 28.6

L O S DBDBDBDC
Approach Delay (s/veh) 18.2 35.1 22.7 29.2
Approach LOS B D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 82.9
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.68
Intersection Signal Delay (s/veh): 25.9 Intersection LOS: C Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15
Splits and Phases: 3: Van Buren Bl. & Primrose Dr./Andrew St.

3.2-3
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 3: Van Buren Bl. & Primrose Dr./Andrew St. 07/03/2024
Existing (2024) - AM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 5 38 104 122 48 34 145 1107 59 29 965 16 Future Volume (veh/h) 5 38 104 122 48 34 145 1107 59 29 965 16 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 42 114 134 53 37 159 1216 65 32 1060 18 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 12 71 192 173 256 178 202 1989 106 61 1661 28 Arrive On Green 0.01 0.16 0.16 0.10 0.25 0.25 0.11 0.40 0.40 0.03 0.32 0.32 Sat Flow, veh/h 1781 445 1208 1781 1026 716 1781 4962 265 1781 5171 88 Grp Volume(v), veh/h 5 0 156 134 0 90 159 834 447 32 698 380 Grp Sat Flow(s),veh/h/ln 1781 0 1653 1781 0 1741 1781 1702 1823 1781 1702 1855 Q Serve(g_s), s 0.2 0.0 5.4 4.6 0.0 2.5 5.4 12.1 12.1 1.1 10.9 10.9 Cycle Q Clear(g_c), s 0.2 0.0 5.4 4.6 0.0 2.5 5.4 12.1 12.1 1.1 10.9 10.9 Prop In Lane 1.00 0.73 1.00 0.41 1.00 0.15 1.00 0.05
Lane Grp Cap(c), veh/h 12 0 263 173 0 434 202 1364 730 61 1094 596 V/C Ratio(X) 0.42 0.00 0.59 0.78 0.00 0.21 0.79 0.61 0.61 0.53 0.64 0.64 Avail Cap(c_a), veh/h 146 0 783 482 0 1153 557 2637 1412 186 1930 1051 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 30.7 0.0 24.3 27.4 0.0 18.5 26.8 14.8 14.8 29.5 18.0 18.0 Incr Delay (d2), s/veh 8.6 0.0 2.1 2.8 0.0 0.2 2.5 0.4 0.8 2.6 0.6 1.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 2.2 2.0 0.0 1.0 2.2 4.0 4.3 0.5 3.8 4.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 39.3 0.0 26.4 30.2 0.0 18.7 29.3 15.2 15.6 32.1 18.6 19.1 LnGrp LOS D C C B C B B C B B
Approach Vol, veh/h 161 224 1440 1110
Approach Delay, s/veh 26.8 25.6 16.9 19.2
Approach LOS C C B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.7 30.3 10.6 14.5 11.7 25.3 5.0 20.1 Change Period (Y+Rc), s 4.6 5.4 4.6 4.6 4.6 5.4 4.6 4.6 Max Green Setting (Gmax), s 6.5 48.1 16.8 29.4 19.4 35.2 5.1 41.1 Max Q Clear Time (g_c+I1), s 3.1 14.1 6.6 7.4 7.4 12.9 2.2 4.5 Green Ext Time (p_c), s 0.0 10.1 0.1 0.9 0.1 7.1 0.0 0.5 Intersection Summary
HCM 7th Control Delay, s/veh 19.0
HCM 7th LOS B

3.2-4
Timings 7-Eleven TA (JN 16095)
5: Van Buren Bl. & SR-91 WB Ramps 07/03/2024
Existing (2024) - AM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 7
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 411 0 477 750 885 814 409
Future Volume (vph) 411 0 477 750 885 814 409
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 1 6 2
Permitted Phases 4 2
D e t e c t o r P h a s e 4441622
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 10.0 10.0 9.5 35.5 37.5 37.5
Total Split (s) 43.0 43.0 43.0 46.0 87.0 41.0 41.0
Total Split (%) 33.1% 33.1% 33.1% 35.4% 66.9% 31.5% 31.5% Yellow Time (s) 4.0 4.0 4.0 3.5 4.5 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 4.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Min C-Min C-Min
Act Effct Green (s) 31.3 31.3 31.3 35.0 88.2 48.6 48.6
Actuated g/C Ratio 0.24 0.24 0.24 0.27 0.68 0.37 0.37
v/c Ratio 0.81 0.75 0.64 0.86 0.27 0.36 0.51
Control Delay (s/veh) 61.6 45.2 26.8 68.0 11.2 32.1 5.7 Queue Delay 0.0 0.0 0.0 7.5 0.3 0.0 0.0
Total Delay (s/veh) 61.6 45.2 26.8 75.5 11.4 32.1 5.7

LOS E D C E B C A
Approach Delay (s/veh) 45.0 40.8 23.3
Approach LOS D D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay (s/veh): 36.1 Intersection LOS: D Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Van Buren Bl. & SR-91 WB Ramps

3.2-5
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 5: Van Buren Bl. & SR-91 WB Ramps 07/03/2024
Existing (2024) - AM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 411 0 477 750 885 0 0 814 409 Future Volume (veh/h) 0 0 0 411 0 477 750 885 0 0 814 409 I n i t i a l Q ( Q b ) , v e h 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 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 513 0 163 798 941 0 0 866 300
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 599 0 266 854 3836 0 0 3021 734
Arrive On Green 0.17 0.00 0.17 0.49 1.00 0.00 0.00 0.47 0.47 Sat Flow, veh/h 3563 0 1585 3456 5274 0 0 6696 1564
Grp Volume(v), veh/h 513 0 163 798 941 0 0 866 300
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1728 1702 0 0 1609 1564 Q Serve(g_s), s 18.2 0.0 12.4 28.2 0.0 0.0 0.0 10.7 16.4 Cycle Q Clear(g_c), s 18.2 0.0 12.4 28.2 0.0 0.0 0.0 10.7 16.4 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 599 0 266 854 3836 0 0 3021 734
V/C Ratio(X) 0.86 0.00 0.61 0.93 0.25 0.00 0.00 0.29 0.41 Avail Cap(c_a), veh/h 1041 0 463 1103 3836 0 0 3021 734 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 52.6 0.0 50.1 31.9 0.0 0.0 0.0 21.1 22.6 Incr Delay (d2), s/veh 2.8 0.0 1.7 11.6 0.2 0.0 0.0 0.2 1.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.2 0.0 4.9 10.0 0.1 0.0 0.0 4.0 6.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.3 0.0 51.8 43.5 0.2 0.0 0.0 21.4 24.3 LnGrp LOS E D D A C C
Approach Vol, veh/h 676 1739 1166
Approach Delay, s/veh 54.5 20.0 22.1
Approach LOS D C C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 36.6 66.5 26.8 103.2
Change Period (Y+Rc), s 4.5 5.5 5.0 5.5
Max Green Setting (Gmax), s 41.5 35.5 38.0 81.5
Max Q Clear Time (g_c+I1), s 30.2 18.4 20.2 2.0
Green Ext Time (p_c), s 1.9 5.3 1.7 6.1
Intersection Summary
HCM 7th Control Delay, s/veh 27.2
HCM 7th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

3.2-6
Timings 7-Eleven TA (JN 16095)
6: Van Buren Bl. & Indiana Av. 07/03/2024
Existing (2024) - AM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL W BT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 289 361 447 44 92 55 1342 152 669 404 Future Volume (vph) 289 361 447 44 92 55 1342 152 669 404 Turn Type Prot NA pm+ov Prot NA Prot NA Prot NA pm+ov
P r o t e c t e d P h a s e s 7453852167
Permitted Phases 4 6
D e t e c t o r P h a s e 7453852167
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 10.0 9.5 9.5 49.0 9.5 29.5 9.5 32.0 9.5 Total Split (s) 18.0 53.4 14.8 13.6 49.0 14.8 45.0 18.0 48.2 18.0 Total Split (%) 13.8% 41.1% 11.4% 10.5% 37.7% 11.4% 34.6% 13.8% 37.1% 13.8% Yellow Time (s) 3.5 4.0 3.5 3.5 4.0 3.5 4.5 3.5 4.0 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 4.5 4.5 5.0 4.5 5.5 4.5 5.0 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min None Act Effct Green (s) 13.4 34.3 43.1 7.5 26.5 8.3 54.2 16.4 62.8 81.2 Actuated g/C Ratio 0.10 0.26 0.33 0.06 0.20 0.06 0.42 0.13 0.48 0.62 v/c Ratio 0.90 0.81 0.46 0.47 0.42 0.53 0.72 0.75 0.30 0.38 Control Delay (s/veh) 73.5 43.6 13.7 73.9 17.3 75.2 36.5 97.3 18.1 3.0 Queue Delay 50.2 0.2 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.4
Total Delay (s/veh) 123.7 43.9 13.7 73.9 17.5 75.2 36.5 97.3 18.1 3.4

L O S FDBEBEDFBA
Approach Delay (s/veh) 52.6 24.6 38.0 23.1
Approach LOS D C D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.90
Intersection Signal Delay (s/veh): 36.3 Intersection LOS: D Intersection Capacity Utilization 74.8% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 6: Van Buren Bl. & Indiana Av.

3.2-7
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 6: Van Buren Bl. & Indiana Av. 07/03/2024
Existing (2024) - AM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 289 361 447 44 92 209 55 1342 46 152 669 404 Future Volume (veh/h) 289 361 447 44 92 209 55 1342 46 152 669 404 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 318 397 81 48 101 151 60 1475 47 167 735 304 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 359 450 783 62 305 271 77 2392 76 185 2714 1007 Arrive On Green 0.03 0.08 0.08 0.03 0.17 0.17 0.04 0.47 0.47 0.03 0.18 0.18 Sat Flow, veh/h 3456 1870 2754 1781 1777 1580 1781 5079 162 1781 5106 1585 Grp Volume(v), veh/h 318 397 81 48 101 151 60 989 533 167 735 304 Grp Sat Flow(s),veh/h/ln 1728 1870 1377 1781 1777 1580 1781 1702 1837 1781 1702 1585 Q Serve(g_s), s 11.9 27.3 3.4 3.5 6.5 11.4 4.3 28.2 28.2 12.1 16.2 17.1 Cycle Q Clear(g_c), s 11.9 27.3 3.4 3.5 6.5 11.4 4.3 28.2 28.2 12.1 16.2 17.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.09 1.00 1.00
Lane Grp Cap(c), veh/h 359 450 783 62 305 271 77 1603 865 185 2714 1007 V/C Ratio(X) 0.89 0.88 0.10 0.78 0.33 0.56 0.78 0.62 0.62 0.90 0.27 0.30 Avail Cap(c_a), veh/h 359 696 1146 125 601 535 141 1603 865 185 2714 1007 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.74 0.74 0.74 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.0 58.0 41.9 62.2 47.3 49.3 61.6 25.6 25.6 62.1 31.8 20.7 Incr Delay (d2), s/veh 17.1 5.6 0.0 7.5 0.5 1.3 6.2 1.8 3.3 39.2 0.2 0.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.4 14.4 1.1 1.7 2.9 4.5 2.1 11.2 12.5 7.8 7.4 7.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 79.1 63.6 41.9 69.8 47.8 50.7 67.8 27.4 28.9 101.3 32.0 21.5 LnGrp LOS E E D E D D E C C F C C
Approach Vol, veh/h 796 300 1582 1206
Approach Delay, s/veh 67.6 52.8 29.5 39.0
Approach LOS E D C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 18.0 66.7 9.0 36.3 10.1 74.6 18.0 27.3 Change Period (Y+Rc), s 4.5 5.5 4.5 5.0 4.5 * 5.5 4.5 5.0 Max Green Setting (Gmax), s 13.5 39.5 9.1 48.4 10.3 * 43 13.5 44.0 Max Q Clear Time (g_c+I1), s 14.1 30.2 5.5 29.3 6.3 19.1 13.9 13.4 Green Ext Time (p_c), s 0.0 5.3 0.0 2.0 0.0 4.9 0.0 1.2 Intersection Summary
HCM 7th Control Delay, s/veh 42.0
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-8
Timings 7-Eleven TA (JN 16095)
1: Indiana Av. & SR-91 EB Ramps 07/03/2024
Existing (2024) - PM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT WBR SBL
Lane Configurations
Traffic Volume (vph) 130 416 404 306 1138
Future Volume (vph) 130 416 404 306 1138
Turn Type Prot NA NA pm+ov Prot
P r o t e c t e d P h a s e s 52644
Permitted Phases 6
D e t e c t o r P h a s e 52644
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 49.5 10.0 10.0
Total Split (s) 21.0 72.0 51.0 58.0 58.0
Total Split (%) 16.2% 55.4% 39.2% 44.6% 44.6%
Yellow Time (s) 3.5 4.5 4.5 4.0 4.0
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 5.5 5.5 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None C-Min C-Min None None
Act Effct Green (s) 13.8 69.7 51.4 101.7 49.8
Actuated g/C Ratio 0.11 0.54 0.40 0.78 0.38
v/c Ratio 0.71 0.22 0.29 0.24 0.89
Control Delay (s/veh) 76.2 16.9 32.0 1.3 46.8
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 76.2 16.9 32.0 1.3 46.8

L O S EBCAD
Approach Delay (s/veh) 31.1 18.8 46.8
Approach LOS C B D
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 100
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay (s/veh): 35.0 Intersection LOS: D Intersection Capacity Utilization 89.3% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Indiana Av. & SR-91 EB Ramps

3.2-9
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 1: Indiana Av. & SR-91 EB Ramps 07/03/2024
Existing (2024) - PM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 130 416 404 306 1138 15
Future Volume (veh/h) 130 416 404 306 1138 15
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 133 424 412 207 1175 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 158 2007 1568 1244 1262 562
Arrive On Green 0.09 0.56 0.15 0.15 0.35 0.00
Sat Flow, veh/h 1781 3647 3647 1547 3563 1585
Grp Volume(v), veh/h 133 424 412 207 1175 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1547 1781 1585
Q Serve(g_s), s 9.6 7.7 13.4 5.7 41.3 0.0
Cycle Q Clear(g_c), s 9.6 7.7 13.4 5.7 41.3 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 158 2007 1568 1244 1262 562
V/C Ratio(X) 0.84 0.21 0.26 0.17 0.93 0.00
Avail Cap(c_a), veh/h 226 2007 1568 1244 1452 646
HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.90 0.90 1.00 0.00
Uniform Delay (d), s/veh 58.3 14.0 36.7 5.0 40.4 0.0
Incr Delay (d2), s/veh 15.2 0.2 0.4 0.3 9.9 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.9 3.0 6.5 6.5 19.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 73.5 14.2 37.1 5.3 50.3 0.0
LnGrp LOS E B D A D
Approach Vol, veh/h 557 619 1175
Approach Delay, s/veh 28.4 26.5 50.3
Approach LOS C C D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 78.9 51.1 16.1 62.9
Change Period (Y+Rc), s 5.5 5.0 4.5 5.5
Max Green Setting (Gmax), s 66.5 53.0 16.5 45.5
Max Q Clear Time (g_c+I1), s 9.7 43.3 11.6 15.4
Green Ext Time (p_c), s 2.3 2.8 0.1 2.7
Intersection Summary
HCM 7th Control Delay, s/veh 38.8
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

3.2-10
Timings 7-Eleven TA (JN 16095)
3: Van Buren Bl. & Primrose Dr./Andrew St. 07/03/2024
Existing (2024) - PM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL W BT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 14 38 102 38 250 1021 39 1194
Future Volume (vph) 14 38 102 38 250 1021 39 1194
Turn Type Prot NA Prot NA Prot NA Prot NA
P r o t e c t e d P h a s e s 74385216
Permitted Phases
D e t e c t o r P h a s e 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 33.6 9.6 33.6 9.6 22.4 9.6 22.4
Total Split (s) 9.6 33.7 16.0 40.1 29.0 58.7 11.6 41.3
Total Split (%) 8.0% 28.1% 13.3% 33.4% 24.2% 48.9% 9.7% 34.4% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.6 5.4 4.6 5.4
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 None None None
Act Effct Green (s) 5.2 13.5 9.3 26.2 17.3 45.9 6.3 30.0 Actuated g/C Ratio 0.06 0.15 0.10 0.29 0.19 0.51 0.07 0.33 v/c Ratio 0.14 0.56 0.56 0.13 0.75 0.43 0.32 0.73
Control Delay (s/veh) 52.3 15.2 55.6 18.3 50.9 16.0 53.6 30.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 52.3 15.2 55.6 18.3 50.9 16.0 53.6 30.6

L O S DBEBDBDC
Approach Delay (s/veh) 17.4 40.7 22.4 31.3
Approach LOS B D C C
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 90.1
Natural Cycle: 90
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.75
Intersection Signal Delay (s/veh): 26.8 Intersection LOS: C Intersection Capacity Utilization 73.6% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: Van Buren Bl. & Primrose Dr./Andrew St.

3.2-11
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 3: Van Buren Bl. & Primrose Dr./Andrew St. 07/03/2024
Existing (2024) - PM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 38 183 102 38 30 250 1021 78 39 1194 23 Future Volume (veh/h) 14 38 183 102 38 30 250 1021 78 39 1194 23 I n i t i a l Q ( Q b ) , v e h 000000000000
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 0.98 1.00 1.00 1.00 0.98 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 14 38 124 103 38 15 253 1031 61 39 1206 23 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 30 59 192 133 267 105 300 2310 136 67 1742 33 Arrive On Green 0.02 0.15 0.15 0.07 0.21 0.21 0.17 0.47 0.47 0.04 0.34 0.34 Sat Flow, veh/h 1781 384 1252 1781 1269 501 1781 4930 291 1781 5156 98 Grp Volume(v), veh/h 14 0 162 103 0 53 253 712 380 39 796 433 Grp Sat Flow(s),veh/h/ln 1781 0 1636 1781 0 1769 1781 1702 1817 1781 1702 1850 Q Serve(g_s), s 0.6 0.0 6.7 4.1 0.0 1.8 9.9 10.1 10.1 1.6 14.6 14.6 Cycle Q Clear(g_c), s 0.6 0.0 6.7 4.1 0.0 1.8 9.9 10.1 10.1 1.6 14.6 14.6 Prop In Lane 1.00 0.77 1.00 0.28 1.00 0.16 1.00 0.05
Lane Grp Cap(c), veh/h 30 0 250 133 0 372 300 1595 851 67 1150 625 V/C Ratio(X) 0.46 0.00 0.65 0.78 0.00 0.14 0.84 0.45 0.45 0.58 0.69 0.69 Avail Cap(c_a), veh/h 124 0 661 282 0 871 603 2517 1343 173 1695 921 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 35.1 0.0 28.7 32.8 0.0 23.2 29.1 12.9 12.9 34.1 20.6 20.6 Incr Delay (d2), s/veh 4.1 0.0 2.8 3.7 0.0 0.2 2.5 0.2 0.4 3.0 0.8 1.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 2.8 1.9 0.0 0.7 4.1 3.3 3.6 0.7 5.3 5.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 39.2 0.0 31.5 36.4 0.0 23.3 31.6 13.1 13.2 37.1 21.4 22.0 L n G r p L O S D CD CCBBDCC
Approach Vol, veh/h 176 156 1345 1268
Approach Delay, s/veh 32.1 32.0 16.6 22.1
Approach LOS C C B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.3 39.2 10.0 15.6 16.7 29.8 5.8 19.8 Change Period (Y+Rc), s 4.6 5.4 4.6 4.6 4.6 5.4 4.6 4.6 Max Green Setting (Gmax), s 7.0 53.3 11.4 29.1 24.4 35.9 5.0 35.5 Max Q Clear Time (g_c+I1), s 3.6 12.1 6.1 8.7 11.9 16.6 2.6 3.8 Green Ext Time (p_c), s 0.0 8.4 0.1 0.9 0.3 7.8 0.0 0.3 Intersection Summary
HCM 7th Control Delay, s/veh 20.7
HCM 7th LOS C

3.2-12
Timings 7-Eleven TA (JN 16095)
5: Van Buren Bl. & SR-91 WB Ramps 07/03/2024
Existing (2024) - PM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 7
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 476 0 499 580 853 1128 370
Future Volume (vph) 476 0 499 580 853 1128 370
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 1 6 2
Permitted Phases 4 2
D e t e c t o r P h a s e 4441622
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 10.0 10.0 9.5 35.5 37.5 37.5
Total Split (s) 49.0 49.0 49.0 39.0 81.0 42.0 42.0
Total Split (%) 37.7% 37.7% 37.7% 30.0% 62.3% 32.3% 32.3% Yellow Time (s) 4.0 4.0 4.0 3.5 4.5 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 4.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Min C-Min C-Min
Act Effct Green (s) 34.2 34.2 34.2 27.9 85.3 52.9 52.9
Actuated g/C Ratio 0.26 0.26 0.26 0.21 0.66 0.41 0.41
v/c Ratio 0.81 0.78 0.65 0.83 0.27 0.46 0.45
Control Delay (s/veh) 58.3 48.4 28.7 69.8 11.9 30.7 5.0 Queue Delay 0.0 0.0 0.0 0.5 0.2 0.0 0.0
Total Delay (s/veh) 58.3 48.4 28.7 70.2 12.1 30.7 5.0

LOS E D C E B C A
Approach Delay (s/veh) 45.6 35.7 24.4
Approach LOS D D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow, Master Intersection Natural Cycle: 80
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.83
Intersection Signal Delay (s/veh): 33.8 Intersection LOS: C Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Van Buren Bl. & SR-91 WB Ramps

3.2-13
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 5: Van Buren Bl. & SR-91 WB Ramps 07/03/2024
Existing (2024) - PM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 476 0 499 580 853 0 0 1128 370 Future Volume (veh/h) 0 0 0 476 0 499 580 853 0 0 1128 370 I n i t i a l Q ( Q b ) , v e h 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 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 583 0 176 611 898 0 0 1187 274
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 673 0 300 669 3729 0 0 3231 795
Arrive On Green 0.19 0.00 0.19 0.39 1.00 0.00 0.00 0.50 0.50 Sat Flow, veh/h 3563 0 1585 3456 5274 0 0 6696 1583
Grp Volume(v), veh/h 583 0 176 611 898 0 0 1187 274
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1728 1702 0 0 1609 1583 Q Serve(g_s), s 20.6 0.0 13.2 21.8 0.0 0.0 0.0 14.6 13.5 Cycle Q Clear(g_c), s 20.6 0.0 13.2 21.8 0.0 0.0 0.0 14.6 13.5 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 673 0 300 669 3729 0 0 3231 795
V/C Ratio(X) 0.87 0.00 0.59 0.91 0.24 0.00 0.00 0.37 0.34 Avail Cap(c_a), veh/h 1206 0 536 917 3729 0 0 3231 795
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 51.1 0.0 48.1 38.8 0.0 0.0 0.0 19.8 19.5 Incr Delay (d2), s/veh 2.7 0.0 1.4 10.0 0.2 0.0 0.0 0.3 1.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.2 0.0 5.2 8.2 0.1 0.0 0.0 5.4 5.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.8 0.0 49.5 48.8 0.2 0.0 0.0 20.1 20.7 LnGrp LOS D D D A C C
Approach Vol, veh/h 759 1509 1461
Approach Delay, s/veh 52.8 19.9 20.2
Approach LOS D B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 29.6 70.8 29.6 100.4
Change Period (Y+Rc), s 4.5 5.5 5.0 5.5
Max Green Setting (Gmax), s 34.5 36.5 44.0 75.5
Max Q Clear Time (g_c+I1), s 23.8 16.6 22.6 2.0
Green Ext Time (p_c), s 1.3 7.6 1.9 5.7
Intersection Summary
HCM 7th Control Delay, s/veh 26.7
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

3.2-14
Timings 7-Eleven TA (JN 16095)
6: Van Buren Bl. & Indiana Av. 07/03/2024
Existing (2024) - PM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL W BT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 366 451 737 59 159 64 1072 163 954 487 Future Volume (vph) 366 451 737 59 159 64 1072 163 954 487 Turn Type Prot NA pm+ov Prot NA Prot NA Prot NA pm+ov
P r o t e c t e d P h a s e s 7453852167
Permitted Phases 4 6
D e t e c t o r P h a s e 7453852167
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 10.0 9.5 9.5 49.0 9.5 29.5 9.5 32.0 9.5 Total Split (s) 21.0 55.3 17.8 14.7 49.0 17.8 40.0 20.0 42.2 21.0 Total Split (%) 16.2% 42.5% 13.7% 11.3% 37.7% 13.7% 30.8% 15.4% 32.5% 16.2% Yellow Time (s) 3.5 4.0 3.5 3.5 4.0 3.5 4.5 3.5 4.0 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 4.5 4.5 5.0 4.5 5.5 4.5 5.0 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min None Act Effct Green (s) 16.6 39.2 53.6 8.4 29.1 9.3 48.6 16.3 56.0 73.1 Actuated g/C Ratio 0.13 0.30 0.41 0.06 0.22 0.07 0.37 0.13 0.43 0.56 v/c Ratio 0.89 0.86 0.63 0.56 0.39 0.54 0.64 0.78 0.46 0.47 Control Delay (s/veh) 69.8 38.2 13.2 76.9 20.3 72.8 38.1 100.1 20.1 3.5 Queue Delay 0.0 0.3 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.3
Total Delay (s/veh) 69.8 38.5 13.2 76.9 20.4 72.8 38.1 100.1 20.1 3.8

L O S EDBECEDFCA
Approach Delay (s/veh) 33.9 29.4 39.9 23.3
Approach LOS C C D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay (s/veh): 31.4 Intersection LOS: C Intersection Capacity Utilization 75.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 6: Van Buren Bl. & Indiana Av.

3.2-15
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 6: Van Buren Bl. & Indiana Av. 07/03/2024
Existing (2024) - PM Peak Hour Synchro 12 Report
Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 366 451 737 59 159 154 64 1072 60 163 954 487 Future Volume (veh/h) 366 451 737 59 159 154 64 1072 60 163 954 487 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 0.99 1.00 0.97 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 389 480 461 63 169 135 68 1140 58 173 1015 327 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 439 552 959 81 412 308 87 1976 100 199 2354 931 Arrive On Green 0.04 0.10 0.10 0.05 0.21 0.21 0.05 0.40 0.40 0.04 0.15 0.15 Sat Flow, veh/h 3456 1870 2790 1781 1931 1446 1781 4969 253 1781 5106 1584 Grp Volume(v), veh/h 389 480 461 63 155 149 68 781 417 173 1015 327 Grp Sat Flow(s),veh/h/ln 1728 1870 1395 1781 1777 1600 1781 1702 1817 1781 1702 1584 Q Serve(g_s), s 14.6 32.9 19.1 4.6 9.7 10.5 4.9 23.3 23.3 12.6 23.4 18.7 Cycle Q Clear(g_c), s 14.6 32.9 19.1 4.6 9.7 10.5 4.9 23.3 23.3 12.6 23.4 18.7 Prop In Lane 1.00 1.00 1.00 0.90 1.00 0.14 1.00 1.00
Lane Grp Cap(c), veh/h 439 552 959 81 379 341 87 1354 723 199 2354 931 V/C Ratio(X) 0.89 0.87 0.48 0.78 0.41 0.44 0.78 0.58 0.58 0.87 0.43 0.35 Avail Cap(c_a), veh/h 439 724 1215 140 601 542 182 1354 723 212 2354 931 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.63 0.63 0.63 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 61.3 56.2 43.9 61.4 44.1 44.4 61.1 30.6 30.6 61.6 39.6 23.4 Incr Delay (d2), s/veh 12.8 5.5 0.2 6.0 0.5 0.7 5.7 1.8 3.3 26.8 0.6 1.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.5 17.4 7.2 2.2 4.3 4.2 2.3 9.5 10.5 7.5 10.8 8.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 74.2 61.7 44.0 67.4 44.6 45.0 66.8 32.4 33.9 88.5 40.2 24.5 LnGrp LOS E E D E D D E C C F D C
Approach Vol, veh/h 1330 367 1266 1515
Approach Delay, s/veh 59.2 48.7 34.7 42.3
Approach LOS E D C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.1 57.2 10.4 43.3 10.8 65.4 21.0 32.7 Change Period (Y+Rc), s 4.5 5.5 4.5 5.0 4.5 * 5.5 4.5 5.0 Max Green Setting (Gmax), s 15.5 34.5 10.2 50.3 13.3 * 37 16.5 44.0 Max Q Clear Time (g_c+I1), s 14.6 25.3 6.6 34.9 6.9 25.4 16.6 12.5 Green Ext Time (p_c), s 0.0 4.1 0.0 3.4 0.0 5.1 0.0 1.4 Intersection Summary
HCM 7th Control Delay, s/veh 45.7
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

3.2-16
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
APPENDIX 4.1: POST PROCESSING WORKSHEETS

Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
This Page Intentionally Left Blank

Project: Van Buren 7‐Eleven TA Job #: 16095
Scenario: Horizon Year (2045) Without Project Analyst: RV Date: 6/28/2 4
LOCATION: SR‐91 EB Ramps & Indiana Av.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF ‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
NB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
SOUTH Left 969 1,036 67 7% 1,138 1,152 14 1%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 6 8 2 33% 15 14 ‐1 ‐7%
SB Total 975 1,044 69 7% 1,153 1,166 13 1%
EAST Left 112 109 ‐3 ‐3% 130 144 14 11%
BOUND Through 521 584 63 12% 416 668 252 61%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 633 693 60 9% 546 812 266 49%
WEST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 504 742 238 47% 404 516 112 28%
Right 458 471 13 3% 306 296 ‐10 ‐3%
WB Total 962 1,213 251 26% 710 812 102 14%
TOTAL ENTERING VOLUME 2,570 2,950 380 15% 2,409 2,790 381 16%

AM PM AM PM ADT
North Leg Inbound 1,044 1,166
North Leg Outbound 580 440
North Leg TOTAL 1,62
4 1,606 9% 8% 18,955
South Leg Inbound 0 0
South Leg Outbound 0 0
South Leg TOTAL 0 0 #DIV/0! #DIV/0! ‐
East Leg Inbound 1,213 812
East Leg Outbound 1,620 1,820
East Leg TOTAL 2,833 2,632 11% 10% 25,38
9 West Leg Inbound 693 812
West Leg Outbound 750 530
West Leg TOTAL 1,443 1,342 14% 13% 10,015
OVERALL TOTAL 5,900  5,580            11% 10% 54,359
Z:\Shared\UcJobs\_15600‐16000\_16000\16095\02_LOS\Post Processing\16095‐04\[1 SR‐91 EB Ramps & Indiana Av..xls]Output (3) INDIVIDUAL TURN VOLUME GROWTH REVIEW
FORECAST PEAK HOUR TO ADT COMPARISON
VOLUMES PERCENT OF ADT
AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-1
Project: Van Buren 7‐Eleven TA Job #: 16095
Scenario: Horizon Year (2045) Without Project Analyst: RV Date: 6/28/2 4
LOCATION: Van Buren Bl. & SR‐91 WB Ramps
FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF ‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 750 752 2 0% 580 698 118 20%
BOUND Through 885 1,032 147 17% 853 979 126 15%
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
NB Total 1,635 1,784 149 9% 1,433 1,677 244 17%
SOUTH Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 814 912 98 12% 1,128 1,196 68 6%
Right 409 408 ‐1 0% 370 342 ‐28 ‐8%
SB Total 1,223 1,320 97 8% 1,498 1,538 40 3%
EAST Left 0 0 0 #DIV/0! 0 0 0 #DIV/0!
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 0 0 0 #DIV/0! 0 0 0 #DIV/0!
EB Total 0 0 0 #DIV/0! 0 0 0 #DIV/0!
WEST Left 411 398 ‐13 ‐3% 476 564 88 18%
BOUND Through 0 0 0 #DIV/0! 0 0 0 #DIV/0!
Right 477 478 1 0% 499 491 ‐8 ‐2%
WB Total 888 876 ‐12 ‐1% 975 1,055 80 8%
TOTAL ENTERING VOLUME 3,746 3,980 234 6% 3,906 4,270 364 9%

AM PM AM PM ADT
North Leg Inbound 1,320 1,538
North Leg Outbound 1,510 1,470
North Leg TOTAL 2,83
0 3,008 7% 7% 43,037
South Leg Inbound 1,784 1,677
South Leg Outbound 1,310 1,760
South Leg TOTAL 3,09 4 3,437 6% 7% 48,591
East Leg Inbound 876 1,055
East Leg Outbound 0 0
East Leg TOTAL 876 1,055 8% 9% 11,339
West Leg Inbound 0 0
West Leg Outbound 1,160 1,040
West Leg TOTAL 1,16 0 1,040 6% 5% 19,361
OVERALL TOTAL 7,960       8,540            7% 7% 122,328 Z:\Shared\UcJobs\_15600‐16000\_16000\16095\02_LOS\Post Processing\16095‐04\[5 Van Buren Bl. & SR‐91 WB Ramps.xls]Output (3) INDIVIDUAL TURN VOLUME GROWTH REVIEW
FORECAST PEAK HOUR TO ADT COMPARISON
VOLUMES PERCENT OF ADT
AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-2
Project: Van Buren 7‐Eleven TA Job #: 16095
Scenario: Horizon Year (2045) Without Project Analyst: RV Date: 6/28/2 4
LOCATION: Van Buren Bl. & Indiana Av.

FORECAST YEAR: 2045
TURNING EXISTING FUTURE DIFF‐ % EXISTING FUTURE DIFF ‐ %

APPROACH MOVEMENT COUNT VOLUME ERENCE CHANGE COUNT VOLUME ERENCE CHANGE NORTH Left 55 105 50 91% 64 71 7 11%
BOUND Through 1,342 1,409 67 5% 1,072 1,196 124 12%
Right 46 61 15 33% 60 63 3 5%
NB Total 1,443 1,575 132 9% 1,196 1,330 134 11%
SOUTH Left 152 129 ‐23 ‐15% 163 175 12 7%
BOUND Through 669 675 6 1% 954 1,104 150 16%
Right 404 498 94 23% 487 551 64 13%
SB Total 1,225 1,302 77 6% 1,604 1,830 226 14%
EAST Left 289 248 ‐41 ‐14% 366 433 67 18%
BOUND Through 361 390 29 8% 451 503 52 12%
Right 447 572 125 28% 737 884 147 20%
EB Total 1,097 1,210 113 10% 1,554 1,820 266 17%
WEST Left 44 73 29 66% 59 76 17 29%
BOUND Through 92 187 95 103% 159 200 41 26%
Right 209 233 24 11% 154 195 41 27%
WB Total 345 493 148 43% 372 471 99 27%
TOTAL ENTERING VOLUME 4,110 4,580 470 11% 4,726 5,451 725 15%

AM PM AM PM ADT
North Leg Inbound 1,302 1,830
North Leg Outbound 1,890 1,824
North Leg TOTAL 3,192 3,65
4 7% 8% 44,507
South Leg Inbound 1,575 1,330
South Leg Outbound 1,320 2,064
South Leg TOTAL 2,895 3,39 4 7% 8% 42,918
East Leg Inbound 493 471
East Leg Outbound 580 741
East Leg TOTAL 1,073 1,212 9% 10% 11,639
West Leg Inbound 1,210 1,820
West Leg Outbound 790 822
West Leg TOTAL 2,00 0 2,642 8% 10% 25,389
OVERALL TOTAL 9,160       10,902          7% 9% 124,453 Z:\Shared\UcJobs\_15600‐16000\_16000\16095\02_LOS\Post Processing\16095‐04\[6 Van Buren Bl. & Indiana Av..xls]Output (3) INDIVIDUAL TURN VOLUME GROWTH REVIEW
FORECAST PEAK HOUR TO ADT COMPARISON
VOLUMES PERCENT OF ADT
AM PEAK HOUR INPUT DATA PM PEAK HOUR INPUT DATA

4.1-3
This Page Intentionally Left Blank

4.1-4
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
APPENDIX 5.1: BACKGROUND (2026) WITHOUT PROJECT CONDITIONS

INTERSECTION OPERATIONS ANALYSIS WORKSHEETS
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
This Page Intentionally Left Blank

Timings 7-Eleven TA (JN 16095)
1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Background (2026) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT WBR SBL
Lane Configurations
Traffic Volume (vph) 102 477 445 416 889
Future Volume (vph) 102 477 445 416 889
Turn Type Prot NA NA pm+ov Prot
P r o t e c t e d P h a s e s 52644
Permitted Phases 6
D e t e c t o r P h a s e 52644
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 49.5 10.0 10.0
Total Split (s) 21.0 85.0 64.0 45.0 45.0
Total Split (%) 16.2% 65.4% 49.2% 34.6% 34.6%
Yellow Time (s) 3.5 4.5 4.5 4.0 4.0
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 5.5 5.5 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None C-Min C-Min None None
Act Effct Green (s) 13.3 77.9 60.1 102.2 41.6
Actuated g/C Ratio 0.10 0.60 0.46 0.79 0.32
v/c Ratio 0.60 0.24 0.29 0.34 0.86
Control Delay (s/veh) 68.9 13.1 27.5 1.8 50.3
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 68.9 13.1 27.5 1.8 50.3

L O S EBCAD
Approach Delay (s/veh) 23.0 15.1 50.3
Approach LOS C B D
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay (s/veh): 30.5 Intersection LOS: C Intersection Capacity Utilization 80.3% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 1: Indiana Av. & SR-91 EB Ramps

5.1-1
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Background (2026) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 102 477 445 416 889 4
Future Volume (veh/h) 102 477 445 416 889 4
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 109 507 473 303 946 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 134 2256 1866 1264 1013 451
Arrive On Green 0.08 0.63 0.17 0.17 0.28 0.00
Sat Flow, veh/h 1781 3647 3647 1549 3563 1585
Grp Volume(v), veh/h 109 507 473 303 946 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1549 1781 1585
Q Serve(g_s), s 7.8 7.9 15.0 9.0 33.6 0.0
Cycle Q Clear(g_c), s 7.8 7.9 15.0 9.0 33.6 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 134 2256 1866 1264 1013 451
V/C Ratio(X) 0.82 0.22 0.25 0.24 0.93 0.00
Avail Cap(c_a), veh/h 226 2256 1866 1264 1096 488
HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.79 0.79 1.00 0.00
Uniform Delay (d), s/veh 59.2 10.1 31.7 5.6 45.3 0.0
Incr Delay (d2), s/veh 11.3 0.2 0.3 0.4 13.3 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.9 3.0 7.2 9.4 16.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 70.5 10.3 32.0 6.0 58.6 0.0
LnGrp LOS E B C A E
Approach Vol, veh/h 616 776 946
Approach Delay, s/veh 21.0 21.8 58.6
Approach LOS C C E
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 88.0 42.0 14.3 73.8
Change Period (Y+Rc), s 5.5 5.0 4.5 5.5
Max Green Setting (Gmax), s 79.5 40.0 16.5 58.5
Max Q Clear Time (g_c+I1), s 9.9 35.6 9.8 17.0
Green Ext Time (p_c), s 2.8 1.3 0.1 3.4
Intersection Summary
HCM 7th Control Delay, s/veh 36.5
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

5.1-2
Timings 7-Eleven TA (JN 16095)
3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Background (2026) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL W BT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 23 41 143 51 189 1473 41 1352
Future Volume (vph) 23 41 143 51 189 1473 41 1352
Turn Type Prot NA Prot NA Prot NA Prot NA
P r o t e c t e d P h a s e s 74385216
Permitted Phases
D e t e c t o r P h a s e 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 33.6 9.6 33.6 9.6 22.4 9.6 22.4
Total Split (s) 9.7 34.0 21.4 45.7 24.0 53.5 11.1 40.6
Total Split (%) 8.1% 28.3% 17.8% 38.1% 20.0% 44.6% 9.3% 33.8% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.6 5.4 4.6 5.4
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 None None None
Act Effct Green (s) 5.1 13.8 12.5 27.5 15.3 49.7 6.1 35.9 Actuated g/C Ratio 0.05 0.14 0.13 0.28 0.16 0.51 0.06 0.37 v/c Ratio 0.27 0.59 0.69 0.21 0.74 0.66 0.41 0.80
Control Delay (s/veh) 56.9 20.7 58.6 18.9 57.3 21.5 59.3 33.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 56.9 20.7 58.6 18.9 57.3 21.5 59.3 33.3

L O S ECEBECEC
Approach Delay (s/veh) 24.4 42.5 25.4 34.0
Approach LOS CDCC
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 97
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay (s/veh): 29.8 Intersection LOS: C Intersection Capacity Utilization 72.6% ICU Level of Service C Analysis Period (min) 15
Splits and Phases: 3: Van Buren Bl. & Primrose Dr./Andrew St.

5.1-3
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Background (2026) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 41 154 143 51 46 189 1473 76 41 1352 21 Future Volume (veh/h) 23 41 154 143 51 46 189 1473 76 41 1352 21 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 25 45 169 157 56 51 208 1619 84 45 1486 23 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 47 56 211 193 221 202 247 2300 119 69 1880 29 Arrive On Green 0.03 0.16 0.16 0.11 0.25 0.25 0.14 0.46 0.46 0.04 0.36 0.36 Sat Flow, veh/h 1781 344 1293 1781 902 821 1781 4970 258 1781 5180 80 Grp Volume(v), veh/h 25 0 214 157 0 107 208 1109 594 45 977 532 Grp Sat Flow(s),veh/h/ln 1781 0 1638 1781 0 1723 1781 1702 1824 1781 1702 1856 Q Serve(g_s), s 1.2 0.0 10.7 7.3 0.0 4.2 9.6 22.0 22.0 2.1 21.7 21.7 Cycle Q Clear(g_c), s 1.2 0.0 10.7 7.3 0.0 4.2 9.6 22.0 22.0 2.1 21.7 21.7 Prop In Lane 1.00 0.79 1.00 0.48 1.00 0.14 1.00 0.04
Lane Grp Cap(c), veh/h 47 0 268 193 0 423 247 1576 844 69 1235 674 V/C Ratio(X) 0.53 0.00 0.80 0.81 0.00 0.25 0.84 0.70 0.70 0.66 0.79 0.79 Avail Cap(c_a), veh/h 107 0 568 353 0 836 408 1933 1036 137 1415 771 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.7 0.0 34.1 36.9 0.0 25.7 35.6 18.1 18.1 40.2 24.1 24.1 Incr Delay (d2), s/veh 3.5 0.0 5.5 3.1 0.0 0.3 3.7 0.9 1.7 3.9 2.7 4.9 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 0.6 0.0 4.6 3.3 0.0 1.8 4.2 7.8 8.6 1.0 8.4 9.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 44.2 0.0 39.6 40.0 0.0 26.0 39.3 19.0 19.8 44.1 26.8 29.0 L n G r p L O S D DD CDBBDCC
Approach Vol, veh/h 239 264 1911 1554
Approach Delay, s/veh 40.0 34.3 21.5 28.1
Approach LOS DCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.9 44.6 13.8 18.4 16.3 36.1 6.8 25.4 Change Period (Y+Rc), s 4.6 5.4 4.6 4.6 4.6 5.4 4.6 4.6 Max Green Setting (Gmax), s 6.5 48.1 16.8 29.4 19.4 35.2 5.1 41.1 Max Q Clear Time (g_c+I1), s 4.1 24.0 9.3 12.7 11.6 23.7 3.2 6.2 Green Ext Time (p_c), s 0.0 12.9 0.1 1.2 0.2 7.0 0.0 0.7 Intersection Summary
HCM 7th Control Delay, s/veh 26.0
HCM 7th LOS C

5.1-4
Timings 7-Eleven TA (JN 16095)
5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Background (2026) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 7
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 467 0 574 818 1133 1099 530
Future Volume (vph) 467 0 574 818 1133 1099 530
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 1 6 2
Permitted Phases 4 2
D e t e c t o r P h a s e 4441622
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 10.0 10.0 9.5 35.5 37.5 37.5
Total Split (s) 43.0 43.0 43.0 46.0 87.0 41.0 41.0
Total Split (%) 33.1% 33.1% 33.1% 35.4% 66.9% 31.5% 31.5% Yellow Time (s) 4.0 4.0 4.0 3.5 4.5 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 4.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Min C-Min C-Min
Act Effct Green (s) 34.4 34.4 34.4 37.2 85.1 43.4 43.4
Actuated g/C Ratio 0.26 0.26 0.26 0.29 0.65 0.33 0.33
v/c Ratio 0.87 0.80 0.77 0.89 0.36 0.55 0.64
Control Delay (s/veh) 65.8 47.3 44.6 68.0 12.7 37.9 8.0 Queue Delay 0.1 0.0 0.0 49.7 0.4 0.0 0.0
Total Delay (s/veh) 65.9 47.3 44.6 117.7 13.1 37.9 8.0

LOS E D D F B D A
Approach Delay (s/veh) 52.9 57.0 28.1
Approach LOS D E C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay (s/veh): 45.9 Intersection LOS: D Intersection Capacity Utilization 87.4% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: Van Buren Bl. & SR-91 WB Ramps

5.1-5
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Background (2026) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 467 0 574 818 1133 0 0 1099 530 Future Volume (veh/h) 0 0 0 467 0 574 818 1133 0 0 1099 530 I n i t i a l Q ( Q b ) , v e h 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 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 605 0 232 870 1205 0 0 1169 429
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 696 0 310 921 3696 0 0 2719 661
Arrive On Green 0.20 0.00 0.20 0.53 1.00 0.00 0.00 0.42 0.42 Sat Flow, veh/h 3563 0 1585 3456 5274 0 0 6696 1564
Grp Volume(v), veh/h 605 0 232 870 1205 0 0 1169 429
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1728 1702 0 0 1609 1564 Q Serve(g_s), s 21.4 0.0 17.9 30.8 0.0 0.0 0.0 16.7 28.4 Cycle Q Clear(g_c), s 21.4 0.0 17.9 30.8 0.0 0.0 0.0 16.7 28.4 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 696 0 310 921 3696 0 0 2719 661
V/C Ratio(X) 0.87 0.00 0.75 0.94 0.33 0.00 0.00 0.43 0.65 Avail Cap(c_a), veh/h 1041 0 463 1103 3696 0 0 2719 661 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 50.7 0.0 49.3 29.4 0.0 0.0 0.0 26.5 29.9 Incr Delay (d2), s/veh 4.7 0.0 2.7 13.8 0.2 0.0 0.0 0.5 4.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.7 0.0 7.2 10.7 0.1 0.0 0.0 6.3 11.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.4 0.0 52.0 43.3 0.2 0.0 0.0 27.0 34.8 LnGrp LOS E D D A C C
Approach Vol, veh/h 837 2075 1598
Approach Delay, s/veh 54.4 18.3 29.1
Approach LOS D B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 39.2 60.4 30.4 99.6
Change Period (Y+Rc), s 4.5 5.5 5.0 5.5
Max Green Setting (Gmax), s 41.5 35.5 38.0 81.5
Max Q Clear Time (g_c+I1), s 32.8 30.4 23.4 2.0
Green Ext Time (p_c), s 1.9 3.3 2.0 8.6
Intersection Summary
HCM 7th Control Delay, s/veh 28.8
HCM 7th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

5.1-6
Timings 7-Eleven TA (JN 16095)
6: Van Buren Bl. & Indiana Av. 07/10/2024
Background (2026) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL W BT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 467 404 495 53 164 71 1439 174 766 626 Future Volume (vph) 467 404 495 53 164 71 1439 174 766 626 Turn Type Prot NA pm+ov Prot NA Prot NA Prot NA pm+ov
P r o t e c t e d P h a s e s 7453852167
Permitted Phases 4 6
D e t e c t o r P h a s e 7453852167
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 10.0 9.5 9.5 49.0 9.5 29.5 9.5 32.0 9.5 Total Split (s) 18.0 53.4 14.8 13.6 49.0 14.8 45.0 18.0 48.2 18.0 Total Split (%) 13.8% 41.1% 11.4% 10.5% 37.7% 11.4% 34.6% 13.8% 37.1% 13.8% Yellow Time (s) 3.5 4.0 3.5 3.5 4.0 3.5 4.5 3.5 4.0 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 4.5 4.5 5.0 4.5 5.5 4.5 5.0 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min None Act Effct Green (s) 13.5 37.3 47.1 7.8 29.7 9.3 47.6 19.7 58.5 77.0 Actuated g/C Ratio 0.10 0.29 0.36 0.06 0.23 0.07 0.37 0.15 0.45 0.59 v/c Ratio 1.44 0.83 0.49 0.55 0.53 0.62 0.88 0.72 0.37 0.60 Control Delay (s/veh) 246.3 44.7 17.0 78.4 25.9 79.3 46.3 86.5 17.7 9.5 Queue Delay 3.0 0.3 0.0 0.0 0.8 0.0 0.0 0.0 0.1 0.9
Total Delay (s/veh) 249.3 45.0 17.0 78.4 26.6 79.3 46.3 86.5 17.8 10.4

L O S FDBECEDFBB
Approach Delay (s/veh) 104.7 32.4 47.8 22.5
Approach LOS F C D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.44
Intersection Signal Delay (s/veh): 54.0 Intersection LOS: D Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 6: Van Buren Bl. & Indiana Av.

5.1-7
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 6: Van Buren Bl. & Indiana Av. 07/10/2024
Background (2026) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 467 404 495 53 164 259 71 1439 50 174 766 626 Future Volume (veh/h) 467 404 495 53 164 259 71 1439 50 174 766 626 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 513 444 134 58 180 206 78 1581 51 191 842 548 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 359 500 891 75 365 325 98 2217 72 185 2478 934 Arrive On Green 0.03 0.09 0.09 0.04 0.21 0.21 0.06 0.44 0.44 0.03 0.16 0.16 Sat Flow, veh/h 3456 1870 2754 1781 1777 1580 1781 5077 164 1781 5106 1585 Grp Volume(v), veh/h 513 444 134 58 180 206 78 1060 572 191 842 548 Grp Sat Flow(s),veh/h/ln 1728 1870 1377 1781 1777 1580 1781 1702 1836 1781 1702 1585 Q Serve(g_s), s 13.5 30.5 5.4 4.2 11.6 15.5 5.6 33.1 33.1 13.5 19.0 34.0 Cycle Q Clear(g_c), s 13.5 30.5 5.4 4.2 11.6 15.5 5.6 33.1 33.1 13.5 19.0 34.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.09 1.00 1.00
Lane Grp Cap(c), veh/h 359 500 891 75 365 325 98 1487 802 185 2478 934 V/C Ratio(X) 1.43 0.89 0.15 0.78 0.49 0.63 0.79 0.71 0.71 1.03 0.34 0.59 Avail Cap(c_a), veh/h 359 696 1179 125 601 535 141 1487 802 185 2478 934 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.72 0.72 0.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.8 57.3 39.4 61.7 45.7 47.2 60.7 29.9 29.9 62.8 36.1 29.3 Incr Delay (d2), s/veh 204.6 7.0 0.0 6.4 0.8 1.5 11.1 2.9 5.4 75.0 0.4 2.7 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 16.5 16.3 1.9 2.0 5.2 6.1 2.8 13.5 15.1 10.3 8.8 15.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 267.4 64.3 39.4 68.1 46.4 48.7 71.7 32.9 35.3 137.7 36.5 32.0 LnGrp LOS F E D E D D E C D F D C
Approach Vol, veh/h 1091 444 1710 1581
Approach Delay, s/veh 156.8 50.3 35.5 47.1
Approach LOS F D D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 18.0 62.3 9.9 39.8 11.7 68.6 18.0 31.7 Change Period (Y+Rc), s 4.5 5.5 4.5 5.0 4.5 * 5.5 4.5 5.0 Max Green Setting (Gmax), s 13.5 39.5 9.1 48.4 10.3 * 43 13.5 44.0 Max Q Clear Time (g_c+I1), s 15.5 35.1 6.2 32.5 7.6 36.0 15.5 17.5 Green Ext Time (p_c), s 0.0 3.1 0.0 2.2 0.0 3.6 0.0 1.8 Intersection Summary
HCM 7th Control Delay, s/veh 68.1
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-8
Timings 7-Eleven TA (JN 16095)
1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Background (2026) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT WBR SBL
Lane Configurations
Traffic Volume (vph) 154 578 565 395 1290
Future Volume (vph) 154 578 565 395 1290
Turn Type Prot NA NA pm+ov Prot
P r o t e c t e d P h a s e s 52644
Permitted Phases 6
D e t e c t o r P h a s e 52644
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 49.5 10.0 10.0
Total Split (s) 21.0 72.0 51.0 58.0 58.0
Total Split (%) 16.2% 55.4% 39.2% 44.6% 44.6%
Yellow Time (s) 3.5 4.5 4.5 4.0 4.0
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 5.5 5.5 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None C-Min C-Min None None
Act Effct Green (s) 15.4 64.9 45.0 100.1 54.6
Actuated g/C Ratio 0.12 0.50 0.35 0.77 0.42
v/c Ratio 0.75 0.33 0.47 0.32 0.92
Control Delay (s/veh) 77.2 20.5 40.2 1.5 47.0
Queue Delay 0.0 0.0 0.0 0.0 1.5
Total Delay (s/veh) 77.2 20.5 40.2 1.5 48.5

LOS E C D A D
Approach Delay (s/veh) 32.4 24.3 48.5
Approach LOS C C D
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 110
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay (s/veh): 36.8 Intersection LOS: D Intersection Capacity Utilization 95.0% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 1: Indiana Av. & SR-91 EB Ramps

5.1-9
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Background (2026) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 154 578 565 395 1290 16
Future Volume (veh/h) 154 578 565 395 1290 16
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 157 590 577 298 1331 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 182 1875 1388 1225 1396 621
Arrive On Green 0.10 0.53 0.13 0.13 0.39 0.00
Sat Flow, veh/h 1781 3647 3647 1546 3563 1585
Grp Volume(v), veh/h 157 590 577 298 1331 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1546 1781 1585
Q Serve(g_s), s 11.3 12.2 19.4 8.3 47.2 0.0
Cycle Q Clear(g_c), s 11.3 12.2 19.4 8.3 47.2 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 182 1875 1388 1225 1396 621
V/C Ratio(X) 0.86 0.31 0.42 0.24 0.95 0.00
Avail Cap(c_a), veh/h 226 1875 1388 1225 1452 646
HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.77 0.77 1.00 0.00
Uniform Delay (d), s/veh 57.4 17.4 43.0 5.7 38.4 0.0
Incr Delay (d2), s/veh 21.9 0.4 0.7 0.4 13.8 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.1 5.0 9.4 9.8 22.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 79.4 17.8 43.7 6.1 52.1 0.0
LnGrp LOS E B D A D
Approach Vol, veh/h 747 875 1331
Approach Delay, s/veh 30.8 30.9 52.1
Approach LOS C C D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 74.1 55.9 17.8 56.3
Change Period (Y+Rc), s 5.5 5.0 4.5 5.5
Max Green Setting (Gmax), s 66.5 53.0 16.5 45.5
Max Q Clear Time (g_c+I1), s 14.2 49.2 13.3 21.4
Green Ext Time (p_c), s 3.4 1.8 0.1 3.9
Intersection Summary
HCM 7th Control Delay, s/veh 40.4
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

5.1-10
Timings 7-Eleven TA (JN 16095)
3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Background (2026) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL W BT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 28 41 119 41 332 1331 52 1525
Future Volume (vph) 28 41 119 41 332 1331 52 1525
Turn Type Prot NA Prot NA Prot NA Prot NA
P r o t e c t e d P h a s e s 74385216
Permitted Phases
D e t e c t o r P h a s e 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 33.6 9.6 33.6 9.6 22.4 9.6 22.4
Total Split (s) 17.3 39.4 18.0 40.1 29.0 51.0 11.6 33.6 Total Split (%) 14.4% 32.8% 15.0% 33.4% 24.2% 42.5% 9.7% 28.0% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.6 5.4 4.6 5.4
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 None None None
Act Effct Green (s) 6.2 13.5 10.2 24.0 22.6 47.0 6.4 28.6 Actuated g/C Ratio 0.07 0.14 0.11 0.25 0.24 0.50 0.07 0.30 v/c Ratio 0.24 0.63 0.63 0.18 0.79 0.57 0.44 1.02
Control Delay (s/veh) 50.5 15.4 57.0 17.9 49.8 19.7 57.5 63.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 50.5 15.4 57.0 17.9 49.8 19.7 57.5 63.3

L O S DBEBDBEE
Approach Delay (s/veh) 18.7 41.0 25.4 63.1
Approach LOS B D C E
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 94.4
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.02
Intersection Signal Delay (s/veh): 41.4 Intersection LOS: D Intersection Capacity Utilization 88.1% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 3: Van Buren Bl. & Primrose Dr./Andrew St.

5.1-11
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Background (2026) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 28 41 224 119 41 42 332 1331 94 52 1525 29 Future Volume (veh/h) 28 41 224 119 41 42 332 1331 94 52 1525 29 I n i t i a l Q ( Q b ) , v e h 000000000000
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 0.98 1.00 1.00 1.00 0.98 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 28 41 165 120 41 27 335 1344 77 53 1540 29 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 50 55 221 151 237 156 372 2402 138 73 1643 31 Arrive On Green 0.03 0.17 0.17 0.08 0.23 0.23 0.21 0.49 0.49 0.04 0.32 0.32 Sat Flow, veh/h 1781 324 1304 1781 1044 688 1781 4939 283 1781 5157 97 Grp Volume(v), veh/h 28 0 206 120 0 68 335 926 495 53 1017 552 Grp Sat Flow(s),veh/h/ln 1781 0 1628 1781 0 1732 1781 1702 1818 1781 1702 1850 Q Serve(g_s), s 1.4 0.0 10.6 5.8 0.0 2.8 16.2 16.9 16.9 2.6 25.6 25.6 Cycle Q Clear(g_c), s 1.4 0.0 10.6 5.8 0.0 2.8 16.2 16.9 16.9 2.6 25.6 25.6 Prop In Lane 1.00 0.80 1.00 0.40 1.00 0.16 1.00 0.05
Lane Grp Cap(c), veh/h 50 0 277 151 0 392 372 1656 884 73 1084 589 V/C Ratio(X) 0.56 0.00 0.74 0.79 0.00 0.17 0.90 0.56 0.56 0.72 0.94 0.94 Avail Cap(c_a), veh/h 257 0 642 271 0 697 493 1760 940 141 1088 592 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 42.3 0.0 34.8 39.6 0.0 27.5 34.0 16.0 16.0 41.8 29.2 29.2 Incr Delay (d2), s/veh 3.6 0.0 4.0 3.6 0.0 0.2 13.7 0.4 0.7 4.9 14.7 22.7 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 0.7 0.0 4.5 2.7 0.0 1.2 8.0 6.0 6.4 1.2 11.9 14.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 45.9 0.0 38.8 43.2 0.0 27.7 47.6 16.3 16.6 46.7 43.9 51.9 L n G r p L O S D DD CDBBDDD
Approach Vol, veh/h 234 188 1756 1622
Approach Delay, s/veh 39.6 37.6 22.4 46.7
Approach LOS DDCD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.2 48.3 12.1 19.6 23.0 33.5 7.1 24.6 Change Period (Y+Rc), s 4.6 5.4 4.6 4.6 4.6 5.4 4.6 4.6 Max Green Setting (Gmax), s 7.0 45.6 13.4 34.8 24.4 28.2 12.7 35.5 Max Q Clear Time (g_c+I1), s 4.6 18.9 7.8 12.6 18.2 27.6 3.4 4.8 Green Ext Time (p_c), s 0.0 10.8 0.1 1.3 0.3 0.5 0.0 0.4 Intersection Summary
HCM 7th Control Delay, s/veh 34.6
HCM 7th LOS C

5.1-12
Timings 7-Eleven TA (JN 16095)
5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Background (2026) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 7
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 537 0 602 639 1104 1371 450
Future Volume (vph) 537 0 602 639 1104 1371 450
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 1 6 2
Permitted Phases 4 2
D e t e c t o r P h a s e 4441622
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 10.0 10.0 9.5 35.5 37.5 37.5
Total Split (s) 49.0 49.0 49.0 39.0 81.0 42.0 42.0
Total Split (%) 37.7% 37.7% 37.7% 30.0% 62.3% 32.3% 32.3% Yellow Time (s) 4.0 4.0 4.0 3.5 4.5 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 4.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Min C-Min C-Min
Act Effct Green (s) 38.0 38.0 38.0 29.8 81.5 47.2 47.2
Actuated g/C Ratio 0.29 0.29 0.29 0.23 0.63 0.36 0.36
v/c Ratio 0.85 0.82 0.77 0.86 0.36 0.62 0.55
Control Delay (s/veh) 59.7 48.3 43.9 64.4 17.1 37.1 5.7 Queue Delay 0.1 0.1 0.0 1.8 0.5 0.0 0.0
Total Delay (s/veh) 59.8 48.3 43.9 66.2 17.5 37.1 5.7

LOS E D D E B D A
Approach Delay (s/veh) 50.9 35.4 29.4
Approach LOS D D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay (s/veh): 36.8 Intersection LOS: D Intersection Capacity Utilization 79.8% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Van Buren Bl. & SR-91 WB Ramps

5.1-13
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Background (2026) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 537 0 602 639 1104 0 0 1371 450 Future Volume (veh/h) 0 0 0 537 0 602 639 1104 0 0 1371 450 I n i t i a l Q ( Q b ) , v e h 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 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 681 0 249 673 1162 0 0 1443 359
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 778 0 346 728 3578 0 0 2932 721
Arrive On Green 0.22 0.00 0.22 0.42 1.00 0.00 0.00 0.46 0.46 Sat Flow, veh/h 3563 0 1585 3456 5274 0 0 6696 1583
Grp Volume(v), veh/h 681 0 249 673 1162 0 0 1443 359
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1728 1702 0 0 1609 1583 Q Serve(g_s), s 24.0 0.0 18.9 24.0 0.0 0.0 0.0 20.5 20.8 Cycle Q Clear(g_c), s 24.0 0.0 18.9 24.0 0.0 0.0 0.0 20.5 20.8 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 778 0 346 728 3578 0 0 2932 721
V/C Ratio(X) 0.88 0.00 0.72 0.92 0.32 0.00 0.00 0.49 0.50 Avail Cap(c_a), veh/h 1206 0 536 917 3578 0 0 2932 721
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 49.1 0.0 47.1 36.7 0.0 0.0 0.0 24.8 24.9 Incr Delay (d2), s/veh 4.1 0.0 2.1 12.3 0.2 0.0 0.0 0.6 2.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.8 0.0 7.5 9.1 0.1 0.0 0.0 7.7 8.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.2 0.0 49.2 49.0 0.2 0.0 0.0 25.4 27.4 LnGrp LOS D D D A C C
Approach Vol, veh/h 930 1835 1802
Approach Delay, s/veh 52.1 18.1 25.8
Approach LOS D B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 31.9 64.7 33.4 96.6
Change Period (Y+Rc), s 4.5 5.5 5.0 5.5
Max Green Setting (Gmax), s 34.5 36.5 44.0 75.5
Max Q Clear Time (g_c+I1), s 26.0 22.8 26.0 2.0
Green Ext Time (p_c), s 1.4 7.8 2.4 8.1
Intersection Summary
HCM 7th Control Delay, s/veh 28.1
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

5.1-14
Timings 7-Eleven TA (JN 16095)
6: Van Buren Bl. & Indiana Av. 07/10/2024
Background (2026) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL W BT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 549 536 783 64 210 85 1180 215 1028 665 Future Volume (vph) 549 536 783 64 210 85 1180 215 1028 665 Turn Type Prot NA pm+ov Prot NA Prot NA Prot NA pm+ov
P r o t e c t e d P h a s e s 7453852167
Permitted Phases 4 6
D e t e c t o r P h a s e 7453852167
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 10.0 9.5 9.5 49.0 9.5 29.5 9.5 32.0 9.5 Total Split (s) 21.0 55.3 17.8 14.7 49.0 17.8 40.0 20.0 42.2 21.0 Total Split (%) 16.2% 42.5% 13.7% 11.3% 37.7% 13.7% 30.8% 15.4% 32.5% 16.2% Yellow Time (s) 3.5 4.0 3.5 3.5 4.0 3.5 4.5 3.5 4.0 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 4.5 4.5 5.0 4.5 5.5 4.5 5.0 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min None Act Effct Green (s) 16.5 44.1 59.6 8.6 34.2 10.5 38.9 20.9 49.8 66.8 Actuated g/C Ratio 0.13 0.34 0.46 0.07 0.26 0.08 0.30 0.16 0.38 0.51 v/c Ratio 1.34 0.90 0.61 0.59 0.42 0.63 0.88 0.81 0.56 0.70 Control Delay (s/veh) 206.3 42.9 10.4 78.7 20.8 76.8 51.8 90.7 21.8 11.8 Queue Delay 0.3 2.5 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.9
Total Delay (s/veh) 206.6 45.4 10.4 78.7 20.9 76.8 51.8 90.7 22.0 12.6

L O S FDBECEDFCB
Approach Delay (s/veh) 78.1 28.9 53.4 26.5
Approach LOS E C D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.34
Intersection Signal Delay (s/veh): 50.4 Intersection LOS: D Intersection Capacity Utilization 84.9% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 6: Van Buren Bl. & Indiana Av.

5.1-15
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 6: Van Buren Bl. & Indiana Av. 07/10/2024
Background (2026) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 549 536 783 64 210 189 85 1180 69 215 1028 665 Future Volume (veh/h) 549 536 783 64 210 189 85 1180 69 215 1028 665 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 1.00 1.00 0.97 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 584 570 510 68 223 172 90 1255 67 229 1094 516 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 439 638 1127 87 512 377 112 1690 90 212 2029 831 Arrive On Green 0.04 0.11 0.11 0.05 0.26 0.26 0.06 0.34 0.34 0.04 0.13 0.13 Sat Flow, veh/h 3456 1870 2790 1781 1948 1434 1781 4954 264 1781 5106 1584 Grp Volume(v), veh/h 584 570 510 68 202 193 90 862 460 229 1094 516 Grp Sat Flow(s),veh/h/ln 1728 1870 1395 1781 1777 1605 1781 1702 1814 1781 1702 1584 Q Serve(g_s), s 16.5 39.1 20.3 4.9 12.3 13.1 6.5 29.1 29.1 15.5 26.0 32.5 Cycle Q Clear(g_c), s 16.5 39.1 20.3 4.9 12.3 13.1 6.5 29.1 29.1 15.5 26.0 32.5 Prop In Lane 1.00 1.00 1.00 0.89 1.00 0.15 1.00 1.00
Lane Grp Cap(c), veh/h 439 638 1127 87 467 421 112 1161 619 212 2029 831 V/C Ratio(X) 1.33 0.89 0.45 0.78 0.43 0.46 0.80 0.74 0.74 1.08 0.54 0.62 Avail Cap(c_a), veh/h 439 724 1255 140 601 543 182 1161 619 212 2029 831 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.59 0.59 0.59 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.3 55.4 39.3 61.2 39.9 40.2 60.1 37.8 37.8 62.4 45.3 32.4 Incr Delay (d2), s/veh 158.3 7.8 0.1 5.7 0.5 0.6 5.0 4.3 7.9 84.1 1.0 3.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 17.3 21.0 7.6 2.3 5.4 5.2 3.0 12.4 13.8 12.4 12.1 14.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 220.6 63.1 39.4 66.9 40.4 40.7 65.1 42.1 45.6 146.5 46.4 35.8 LnGrp LOS F E D E D D E D D F D D
Approach Vol, veh/h 1664 463 1412 1839
Approach Delay, s/veh 111.1 44.4 44.7 55.9
Approach LOS F D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 20.0 49.9 10.8 49.3 12.7 57.2 21.0 39.1 Change Period (Y+Rc), s 4.5 5.5 4.5 5.0 4.5 * 5.5 4.5 5.0 Max Green Setting (Gmax), s 15.5 34.5 10.2 50.3 13.3 * 37 16.5 44.0 Max Q Clear Time (g_c+I1), s 17.5 31.1 6.9 41.1 8.5 34.5 18.5 15.1 Green Ext Time (p_c), s 0.0 2.1 0.0 3.2 0.0 1.8 0.0 1.9 Intersection Summary
HCM 7th Control Delay, s/veh 69.1
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

5.1-16
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
APPENDIX 5.2: BACKGROUND (2026) WITH PROJECT CONDITIONS

INTERSECTION OPERATIONS ANALYSIS WORKSHEETS
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
This Page Intentionally Left Blank

Timings 7-Eleven TA (JN 16095)
1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Background (2026) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT WBR SBL
Lane Configurations
Traffic Volume (vph) 102 477 445 419 892
Future Volume (vph) 102 477 445 419 892
Turn Type Prot NA NA pm+ov Prot
P r o t e c t e d P h a s e s 52644
Permitted Phases 6
D e t e c t o r P h a s e 52644
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 49.5 10.0 10.0
Total Split (s) 21.0 85.0 64.0 45.0 45.0
Total Split (%) 16.2% 65.4% 49.2% 34.6% 34.6%
Yellow Time (s) 3.5 4.5 4.5 4.0 4.0
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 5.5 5.5 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None C-Min C-Min None None
Act Effct Green (s) 13.3 77.6 59.8 102.2 41.9
Actuated g/C Ratio 0.10 0.60 0.46 0.79 0.32
v/c Ratio 0.60 0.24 0.29 0.34 0.86
Control Delay (s/veh) 68.9 13.2 27.7 1.8 49.9
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 68.9 13.2 27.7 1.8 49.9

L O S EBCAD
Approach Delay (s/veh) 23.1 15.1 49.9
Approach LOS C B D
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay (s/veh): 30.4 Intersection LOS: C Intersection Capacity Utilization 80.4% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 1: Indiana Av. & SR-91 EB Ramps

5.2-1
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Background (2026) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 102 477 445 419 892 4
Future Volume (veh/h) 102 477 445 419 892 4
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 109 507 473 306 949 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 134 2253 1864 1264 1016 452
Arrive On Green 0.08 0.63 0.17 0.17 0.29 0.00
Sat Flow, veh/h 1781 3647 3647 1549 3563 1585
Grp Volume(v), veh/h 109 507 473 306 949 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1549 1781 1585
Q Serve(g_s), s 7.8 7.9 15.0 9.1 33.7 0.0
Cycle Q Clear(g_c), s 7.8 7.9 15.0 9.1 33.7 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 134 2253 1864 1264 1016 452
V/C Ratio(X) 0.82 0.22 0.25 0.24 0.93 0.00
Avail Cap(c_a), veh/h 226 2253 1864 1264 1096 488
HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.79 0.79 1.00 0.00
Uniform Delay (d), s/veh 59.2 10.1 31.8 5.6 45.3 0.0
Incr Delay (d2), s/veh 11.3 0.2 0.3 0.4 13.4 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.9 3.0 7.2 9.6 16.3 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 70.5 10.4 32.0 6.0 58.7 0.0
LnGrp LOS E B C A E
Approach Vol, veh/h 616 779 949
Approach Delay, s/veh 21.0 21.8 58.7
Approach LOS C C E
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 87.9 42.1 14.3 73.7
Change Period (Y+Rc), s 5.5 5.0 4.5 5.5
Max Green Setting (Gmax), s 79.5 40.0 16.5 58.5
Max Q Clear Time (g_c+I1), s 9.9 35.7 9.8 17.0
Green Ext Time (p_c), s 2.8 1.3 0.1 3.4
Intersection Summary
HCM 7th Control Delay, s/veh 36.5
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

5.2-2
HCM 7th TWSC 7-Eleven TA (JN 16095)
2: Dwy. 1 & Primrose Dr. 07/10/2024
Background (2026) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 3
Intersection
Int Delay, s/veh 1.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 218 2 48 261 2 49
Future Vol, veh/h 218 2 48 261 2 49
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 237 2 52 284 2 53
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 239 0 626 238
Stage 1 - - - - 238 -
Stage 2 - - - - 388 -
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 - - 1328 - 448 801
Stage 1 - - - - 801 -
Stage 2 - - - - 686 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1328 - 427 801
Mov Cap-2 Maneuver - - - - 427 -
Stage 1 - - - - 801 -
Stage 2 - - - - 654 -
Approach EB WB NB
HCM Control Delay, s/v 0 1.22 10.01

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 774 - - 280 -
HCM Lane V/C Ratio 0.072 - - 0.039 -
HCM Control Delay (s/veh) 10 - - 7.8 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.1 -

5.2-3
Timings 7-Eleven TA (JN 16095)
3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Background (2026) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL W BT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 68 43 144 52 234 1437 41 1359
Future Volume (vph) 68 43 144 52 234 1437 41 1359
Turn Type Prot NA Prot NA Prot NA Prot NA
P r o t e c t e d P h a s e s 74385216
Permitted Phases
D e t e c t o r P h a s e 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 33.6 9.6 33.6 9.6 22.4 9.6 22.4
Total Split (s) 9.7 34.0 21.4 45.7 24.0 53.5 11.1 40.6
Total Split (%) 8.1% 28.3% 17.8% 38.1% 20.0% 44.6% 9.3% 33.8% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.6 5.4 4.6 5.4
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 None None None
Act Effct Green (s) 5.2 13.9 12.6 21.4 18.0 52.0 6.1 35.6 Actuated g/C Ratio 0.05 0.14 0.13 0.21 0.18 0.52 0.06 0.36 v/c Ratio 0.82 0.61 0.71 0.27 0.80 0.63 0.42 0.84
Control Delay (s/veh) 105.6 22.6 60.8 21.6 60.3 20.9 60.9 35.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 105.6 22.6 60.8 21.6 60.3 20.9 60.9 35.8

L O S FCECECED
Approach Delay (s/veh) 43.9 44.9 26.2 36.6
Approach LOS DDCD
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 99.6
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay (s/veh): 32.7 Intersection LOS: C Intersection Capacity Utilization 75.5% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: Van Buren Bl. & Primrose Dr./Andrew St.

5.2-4
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Background (2026) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 68 43 155 144 52 46 234 1437 76 41 1359 23 Future Volume (veh/h) 68 43 155 144 52 46 234 1437 76 41 1359 23 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 75 47 170 158 57 51 257 1579 84 45 1493 25 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 96 58 209 193 197 177 293 2379 127 67 1822 31 Arrive On Green 0.05 0.16 0.16 0.11 0.22 0.22 0.16 0.48 0.48 0.04 0.35 0.35 Sat Flow, veh/h 1781 355 1284 1781 910 814 1781 4963 264 1781 5172 87 Grp Volume(v), veh/h 75 0 217 158 0 108 257 1083 580 45 983 535 Grp Sat Flow(s),veh/h/ln 1781 0 1639 1781 0 1724 1781 1702 1823 1781 1702 1855 Q Serve(g_s), s 3.8 0.0 11.6 7.9 0.0 4.7 12.7 22.0 22.0 2.3 23.8 23.8 Cycle Q Clear(g_c), s 3.8 0.0 11.6 7.9 0.0 4.7 12.7 22.0 22.0 2.3 23.8 23.8 Prop In Lane 1.00 0.78 1.00 0.47 1.00 0.14 1.00 0.05
Lane Grp Cap(c), veh/h 96 0 267 193 0 374 293 1632 874 67 1199 653 V/C Ratio(X) 0.78 0.00 0.81 0.82 0.00 0.29 0.88 0.66 0.66 0.67 0.82 0.82 Avail Cap(c_a), veh/h 100 0 533 331 0 783 382 1809 969 128 1324 722 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 42.3 0.0 36.5 39.5 0.0 29.6 36.9 18.0 18.0 43.0 26.7 26.7 Incr Delay (d2), s/veh 27.7 0.0 5.9 3.3 0.0 0.4 13.9 0.8 1.5 4.4 3.9 6.9 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 2.4 0.0 5.0 3.6 0.0 2.0 6.4 7.9 8.7 1.0 9.6 11.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 69.9 0.0 42.5 42.8 0.0 30.0 50.8 18.8 19.5 47.4 30.6 33.5 L n G r p L O S E DD CDBBDCC
Approach Vol, veh/h 292 266 1920 1563
Approach Delay, s/veh 49.5 37.6 23.3 32.1
Approach LOS DDCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.0 48.8 14.4 19.3 19.5 37.3 9.5 24.2 Change Period (Y+Rc), s 4.6 5.4 4.6 4.6 4.6 5.4 4.6 4.6 Max Green Setting (Gmax), s 6.5 48.1 16.8 29.4 19.4 35.2 5.1 41.1 Max Q Clear Time (g_c+I1), s 4.3 24.0 9.9 13.6 14.7 25.8 5.8 6.7 Green Ext Time (p_c), s 0.0 12.5 0.1 1.2 0.2 6.1 0.0 0.7 Intersection Summary
HCM 7th Control Delay, s/veh 29.5
HCM 7th LOS C

5.2-5
HCM 7th TWSC 7-Eleven TA (JN 16095)
4: Van Buren Bl. & Dwy. 2 07/10/2024
Background (2026) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 45 0 1747 1613 46
Future Vol, veh/h 0 45 0 1747 1613 46
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 49 0 1899 1753 50
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 902 - 0 - 0
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y - 7 . 1 4----
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y - 3 . 9 2----
Pot Cap-1 Maneuver 0 241 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 241 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s/v23.69 0 0

HCM LOS C
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 241 - -
HCM Lane V/C Ratio - 0.203 - -
HCM Control Delay (s/veh) - 23.7 - -
HCM Lane LOS - C - -
HCM 95th %tile Q(veh) - 0.7 - -

5.2-6
Timings 7-Eleven TA (JN 16095)
5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Background (2026) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 7
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 467 0 577 818 1139 1105 533
Future Volume (vph) 467 0 577 818 1139 1105 533
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 1 6 2
Permitted Phases 4 2
D e t e c t o r P h a s e 4441622
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 10.0 10.0 9.5 35.5 37.5 37.5
Total Split (s) 43.0 43.0 43.0 46.0 87.0 41.0 41.0
Total Split (%) 33.1% 33.1% 33.1% 35.4% 66.9% 31.5% 31.5% Yellow Time (s) 4.0 4.0 4.0 3.5 4.5 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 4.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Min C-Min C-Min
Act Effct Green (s) 34.4 34.4 34.4 37.2 85.1 43.4 43.4
Actuated g/C Ratio 0.26 0.26 0.26 0.29 0.65 0.33 0.33
v/c Ratio 0.87 0.80 0.78 0.89 0.36 0.55 0.65
Control Delay (s/veh) 65.8 48.0 45.4 68.0 12.7 37.9 8.2 Queue Delay 0.1 0.1 0.0 49.7 0.4 0.0 0.0
Total Delay (s/veh) 65.9 48.0 45.4 117.7 13.1 37.9 8.2

LOS E D D F B D A
Approach Delay (s/veh) 53.4 56.8 28.2
Approach LOS D E C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay (s/veh): 46.0 Intersection LOS: D Intersection Capacity Utilization 87.7% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: Van Buren Bl. & SR-91 WB Ramps

5.2-7
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Background (2026) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 467 0 577 818 1139 0 0 1105 533 Future Volume (veh/h) 0 0 0 467 0 577 818 1139 0 0 1105 533 I n i t i a l Q ( Q b ) , v e h 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 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 606 0 234 870 1212 0 0 1176 432
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 697 0 310 921 3694 0 0 2717 660
Arrive On Green 0.20 0.00 0.20 0.53 1.00 0.00 0.00 0.42 0.42 Sat Flow, veh/h 3563 0 1585 3456 5274 0 0 6696 1564
Grp Volume(v), veh/h 606 0 234 870 1212 0 0 1176 432
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1728 1702 0 0 1609 1564 Q Serve(g_s), s 21.4 0.0 18.1 30.8 0.0 0.0 0.0 16.8 28.7 Cycle Q Clear(g_c), s 21.4 0.0 18.1 30.8 0.0 0.0 0.0 16.8 28.7 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 697 0 310 921 3694 0 0 2717 660
V/C Ratio(X) 0.87 0.00 0.75 0.94 0.33 0.00 0.00 0.43 0.65 Avail Cap(c_a), veh/h 1041 0 463 1103 3694 0 0 2717 660 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 50.7 0.0 49.3 29.4 0.0 0.0 0.0 26.5 30.0 Incr Delay (d2), s/veh 4.7 0.0 2.9 13.8 0.2 0.0 0.0 0.5 5.0 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 9.8 0.0 7.2 10.7 0.1 0.0 0.0 6.4 11.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.4 0.0 52.2 43.3 0.2 0.0 0.0 27.0 35.0 LnGrp LOS E D D A C C
Approach Vol, veh/h 840 2082 1608
Approach Delay, s/veh 54.5 18.2 29.2
Approach LOS D B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 39.2 60.4 30.4 99.6
Change Period (Y+Rc), s 4.5 5.5 5.0 5.5
Max Green Setting (Gmax), s 41.5 35.5 38.0 81.5
Max Q Clear Time (g_c+I1), s 32.8 30.7 23.4 2.0
Green Ext Time (p_c), s 1.9 3.2 2.0 8.7
Intersection Summary
HCM 7th Control Delay, s/veh 28.8
HCM 7th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

5.2-8
Timings 7-Eleven TA (JN 16095)
6: Van Buren Bl. & Indiana Av. 07/10/2024
Background (2026) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL W BT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 470 404 495 53 164 71 1441 174 768 629 Future Volume (vph) 470 404 495 53 164 71 1441 174 768 629 Turn Type Prot NA pm+ov Prot NA Prot NA Prot NA pm+ov
P r o t e c t e d P h a s e s 7453852167
Permitted Phases 4 6
D e t e c t o r P h a s e 7453852167
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 10.0 9.5 9.5 49.0 9.5 29.5 9.5 32.0 9.5 Total Split (s) 18.0 53.4 14.8 13.6 49.0 14.8 45.0 18.0 48.2 18.0 Total Split (%) 13.8% 41.1% 11.4% 10.5% 37.7% 11.4% 34.6% 13.8% 37.1% 13.8% Yellow Time (s) 3.5 4.0 3.5 3.5 4.0 3.5 4.5 3.5 4.0 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 4.5 4.5 5.0 4.5 5.5 4.5 5.0 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min None Act Effct Green (s) 13.5 37.3 47.1 7.8 29.7 9.3 47.6 19.7 58.5 77.0 Actuated g/C Ratio 0.10 0.29 0.36 0.06 0.23 0.07 0.37 0.15 0.45 0.59 v/c Ratio 1.45 0.83 0.49 0.55 0.53 0.62 0.88 0.72 0.37 0.61 Control Delay (s/veh) 250.0 44.6 16.9 78.4 25.9 79.3 46.4 86.6 17.7 9.6 Queue Delay 3.0 0.3 0.0 0.0 0.8 0.0 0.0 0.0 0.1 0.9
Total Delay (s/veh) 252.9 44.9 16.9 78.4 26.6 79.3 46.5 86.6 17.7 10.6

L O S FDBECEDFBB
Approach Delay (s/veh) 106.1 32.4 47.9 22.5
Approach LOS F C D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.45
Intersection Signal Delay (s/veh): 54.4 Intersection LOS: D Intersection Capacity Utilization 82.8% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 6: Van Buren Bl. & Indiana Av.

5.2-9
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 6: Van Buren Bl. & Indiana Av. 07/10/2024
Background (2026) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 470 404 495 53 164 259 71 1441 50 174 768 629 Future Volume (veh/h) 470 404 495 53 164 259 71 1441 50 174 768 629 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 516 444 134 58 180 206 78 1584 51 191 844 551 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 359 500 891 75 365 325 98 2218 71 185 2478 934 Arrive On Green 0.03 0.09 0.09 0.04 0.21 0.21 0.06 0.44 0.44 0.03 0.16 0.16 Sat Flow, veh/h 3456 1870 2754 1781 1777 1580 1781 5077 163 1781 5106 1585 Grp Volume(v), veh/h 516 444 134 58 180 206 78 1062 573 191 844 551 Grp Sat Flow(s),veh/h/ln 1728 1870 1377 1781 1777 1580 1781 1702 1836 1781 1702 1585 Q Serve(g_s), s 13.5 30.5 5.4 4.2 11.6 15.5 5.6 33.2 33.2 13.5 19.1 34.2 Cycle Q Clear(g_c), s 13.5 30.5 5.4 4.2 11.6 15.5 5.6 33.2 33.2 13.5 19.1 34.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.09 1.00 1.00
Lane Grp Cap(c), veh/h 359 500 891 75 365 325 98 1487 802 185 2478 934 V/C Ratio(X) 1.44 0.89 0.15 0.78 0.49 0.63 0.79 0.71 0.71 1.03 0.34 0.59 Avail Cap(c_a), veh/h 359 696 1179 125 601 535 141 1487 802 185 2478 934 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.72 0.72 0.72 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.8 57.3 39.4 61.7 45.7 47.2 60.7 30.0 30.0 62.8 36.1 29.4 Incr Delay (d2), s/veh 208.3 7.0 0.0 6.4 0.8 1.5 11.1 3.0 5.4 75.0 0.4 2.7 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 16.6 16.3 1.9 2.0 5.2 6.1 2.8 13.6 15.2 10.3 8.8 15.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 271.0 64.3 39.4 68.1 46.4 48.7 71.7 32.9 35.4 137.7 36.5 32.1 LnGrp LOS F E D E D D E C D F D C
Approach Vol, veh/h 1094 444 1713 1586
Approach Delay, s/veh 158.8 50.3 35.5 47.2
Approach LOS F D D D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 18.0 62.3 9.9 39.8 11.7 68.6 18.0 31.7 Change Period (Y+Rc), s 4.5 5.5 4.5 5.0 4.5 * 5.5 4.5 5.0 Max Green Setting (Gmax), s 13.5 39.5 9.1 48.4 10.3 * 43 13.5 44.0 Max Q Clear Time (g_c+I1), s 15.5 35.2 6.2 32.5 7.6 36.2 15.5 17.5 Green Ext Time (p_c), s 0.0 3.0 0.0 2.2 0.0 3.6 0.0 1.8 Intersection Summary
HCM 7th Control Delay, s/veh 68.6
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

5.2-10
Timings 7-Eleven TA (JN 16095)
1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Background (2026) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT WBR SBL
Lane Configurations
Traffic Volume (vph) 154 578 565 399 1294
Future Volume (vph) 154 578 565 399 1294
Turn Type Prot NA NA pm+ov Prot
P r o t e c t e d P h a s e s 52644
Permitted Phases 6
D e t e c t o r P h a s e 52644
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 49.5 10.0 10.0
Total Split (s) 21.0 72.0 51.0 58.0 58.0
Total Split (%) 16.2% 55.4% 39.2% 44.6% 44.6%
Yellow Time (s) 3.5 4.5 4.5 4.0 4.0
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 5.5 5.5 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None C-Min C-Min None None
Act Effct Green (s) 15.4 64.8 44.9 100.1 54.7
Actuated g/C Ratio 0.12 0.50 0.35 0.77 0.42
v/c Ratio 0.75 0.33 0.47 0.32 0.92
Control Delay (s/veh) 77.2 20.5 40.3 1.5 47.0
Queue Delay 0.0 0.0 0.0 0.0 1.6
Total Delay (s/veh) 77.2 20.5 40.3 1.6 48.6

LOS E C D A D
Approach Delay (s/veh) 32.4 24.3 48.6
Approach LOS C C D
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 110
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay (s/veh): 36.9 Intersection LOS: D Intersection Capacity Utilization 95.1% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 1: Indiana Av. & SR-91 EB Ramps

5.2-11
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Background (2026) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 154 578 565 399 1294 16
Future Volume (veh/h) 154 578 565 399 1294 16
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 157 590 577 302 1335 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 182 1872 1385 1225 1399 622
Arrive On Green 0.10 0.53 0.13 0.13 0.39 0.00
Sat Flow, veh/h 1781 3647 3647 1546 3563 1585
Grp Volume(v), veh/h 157 590 577 302 1335 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1546 1781 1585
Q Serve(g_s), s 11.3 12.3 19.4 8.4 47.3 0.0
Cycle Q Clear(g_c), s 11.3 12.3 19.4 8.4 47.3 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 182 1872 1385 1225 1399 622
V/C Ratio(X) 0.86 0.32 0.42 0.25 0.95 0.00
Avail Cap(c_a), veh/h 226 1872 1385 1225 1452 646
HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.77 0.77 1.00 0.00
Uniform Delay (d), s/veh 57.4 17.5 43.0 5.7 38.4 0.0
Incr Delay (d2), s/veh 21.9 0.4 0.7 0.4 13.9 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.1 5.0 9.4 9.9 22.3 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 79.4 17.9 43.8 6.1 52.3 0.0
LnGrp LOS E B D A D
Approach Vol, veh/h 747 879 1335
Approach Delay, s/veh 30.8 30.8 52.3
Approach LOS C C D
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 74.0 56.0 17.8 56.1
Change Period (Y+Rc), s 5.5 5.0 4.5 5.5
Max Green Setting (Gmax), s 66.5 53.0 16.5 45.5
Max Q Clear Time (g_c+I1), s 14.3 49.3 13.3 21.4
Green Ext Time (p_c), s 3.4 1.7 0.1 3.9
Intersection Summary
HCM 7th Control Delay, s/veh 40.5
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

5.2-12
HCM 7th TWSC 7-Eleven TA (JN 16095)
2: Dwy. 1 & Primrose Dr. 07/10/2024
Background (2026) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 3
Intersection
Int Delay, s/veh 1.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 293 3 56 402 3 57
Future Vol, veh/h 293 3 56 402 3 57
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 318 3 61 437 3 62
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 322 0 879 320
Stage 1 - - - - 320 -
Stage 2 - - - - 559 -
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 - - 1238 - 318 721
Stage 1 - - - - 736 -
Stage 2 - - - - 573 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1238 - 297 721
Mov Cap-2 Maneuver - - - - 297 -
Stage 1 - - - - 736 -
Stage 2 - - - - 535 -
Approach EB WB NB
HCM Control Delay, s/v 0 0.99 10.92

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 673 - - 220 -
HCM Lane V/C Ratio 0.097 - - 0.049 -
HCM Control Delay (s/veh) 10.9 - - 8.1 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.3 - - 0.2 -

5.2-13
Timings 7-Eleven TA (JN 16095)
3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Background (2026) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL W BT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 81 44 120 42 385 1289 52 1533
Future Volume (vph) 81 44 120 42 385 1289 52 1533
Turn Type Prot NA Prot NA Prot NA Prot NA
P r o t e c t e d P h a s e s 74385216
Permitted Phases
D e t e c t o r P h a s e 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 33.6 9.6 33.6 9.6 22.4 9.6 22.4
Total Split (s) 9.6 33.7 16.0 40.1 29.0 58.7 11.6 41.3
Total Split (%) 8.0% 28.1% 13.3% 33.4% 24.2% 48.9% 9.7% 34.4% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.6 5.4 4.6 5.4
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 None None None
Act Effct Green (s) 8.7 14.1 10.3 18.9 24.5 56.2 6.4 36.1 Actuated g/C Ratio 0.08 0.14 0.10 0.18 0.23 0.54 0.06 0.35 v/c Ratio 0.56 0.69 0.70 0.24 0.94 0.51 0.49 0.90
Control Delay (s/veh) 66.8 21.3 68.2 20.8 71.6 17.8 65.0 41.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 66.8 21.3 68.2 20.8 71.6 17.8 65.0 41.4

L O S ECECEBED
Approach Delay (s/veh) 31.8 48.8 29.5 42.1
Approach LOS CDCD
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 104.3
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay (s/veh): 35.9 Intersection LOS: D Intersection Capacity Utilization 91.5% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 3: Van Buren Bl. & Primrose Dr./Andrew St.

5.2-14
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Background (2026) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 81 44 225 120 42 42 385 1289 94 52 1533 32 Future Volume (veh/h) 81 44 225 120 42 42 385 1289 94 52 1533 32 I n i t i a l Q ( Q b ) , v e h 000000000000
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 0.98 1.00 1.00 1.00 0.98 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 82 44 166 121 42 27 389 1302 77 53 1548 32 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 85 56 211 149 210 135 416 2613 155 68 1724 36 Arrive On Green 0.05 0.16 0.16 0.08 0.20 0.20 0.23 0.53 0.53 0.04 0.33 0.33 Sat Flow, veh/h 1781 342 1288 1781 1055 678 1781 4929 292 1781 5146 106 Grp Volume(v), veh/h 82 0 210 121 0 69 389 899 480 53 1024 556 Grp Sat Flow(s),veh/h/ln 1781 0 1630 1781 0 1733 1781 1702 1817 1781 1702 1848 Q Serve(g_s), s 4.8 0.0 12.9 7.0 0.0 3.5 22.3 17.6 17.6 3.1 29.8 29.8 Cycle Q Clear(g_c), s 4.8 0.0 12.9 7.0 0.0 3.5 22.3 17.6 17.6 3.1 29.8 29.8 Prop In Lane 1.00 0.79 1.00 0.39 1.00 0.16 1.00 0.06
Lane Grp Cap(c), veh/h 85 0 267 149 0 346 416 1805 963 68 1140 619 V/C Ratio(X) 0.96 0.00 0.79 0.81 0.00 0.20 0.94 0.50 0.50 0.78 0.90 0.90 Avail Cap(c_a), veh/h 85 0 455 195 0 590 417 1805 963 120 1172 636 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 49.5 0.0 41.8 47.0 0.0 34.8 39.2 15.6 15.6 49.7 33.0 33.0 Incr Delay (d2), s/veh 83.2 0.0 5.1 13.6 0.0 0.3 28.0 0.2 0.4 7.0 9.3 15.4 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 4.1 0.0 5.6 3.7 0.0 1.5 12.6 6.3 6.8 1.5 13.1 15.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 132.8 0.0 46.9 60.6 0.0 35.1 67.2 15.9 16.0 56.7 42.2 48.4 L n G r p L O S F DE DEBBEDD
Approach Vol, veh/h 292 190 1768 1633
Approach Delay, s/veh 71.0 51.3 27.2 44.8
Approach LOS E D C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.6 60.7 13.3 21.7 28.9 40.3 9.6 25.4 Change Period (Y+Rc), s 4.6 5.4 4.6 4.6 4.6 5.4 4.6 4.6 Max Green Setting (Gmax), s 7.0 53.3 11.4 29.1 24.4 35.9 5.0 35.5 Max Q Clear Time (g_c+I1), s 5.1 19.6 9.0 14.9 24.3 31.8 6.8 5.5 Green Ext Time (p_c), s 0.0 11.2 0.0 1.1 0.0 3.1 0.0 0.4 Intersection Summary
HCM 7th Control Delay, s/veh 39.1
HCM 7th LOS D

5.2-15
HCM 7th TWSC 7-Eleven TA (JN 16095)
4: Van Buren Bl. & Dwy. 2 07/10/2024
Background (2026) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 0.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 51 0 1768 1828 52
Future Vol, veh/h 0 51 0 1768 1828 52
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length - 0 ----
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 55 0 1922 1987 57
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 1022 - 0 - 0
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y - 7 . 1 4----
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y - 3 . 9 2----
Pot Cap-1 Maneuver 0 201 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 201 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s/v29.66 0 0

HCM LOS D
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 201 - -
HCM Lane V/C Ratio - 0.276 - -
HCM Control Delay (s/veh) - 29.7 - -
HCM Lane LOS - D - -
HCM 95th %tile Q(veh) - 1.1 - -

5.2-16
Timings 7-Eleven TA (JN 16095)
5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Background (2026) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 7
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 537 0 606 639 1111 1378 454
Future Volume (vph) 537 0 606 639 1111 1378 454
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 1 6 2
Permitted Phases 4 2
D e t e c t o r P h a s e 4441622
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 10.0 10.0 9.5 35.5 37.5 37.5
Total Split (s) 49.0 49.0 49.0 39.0 81.0 42.0 42.0
Total Split (%) 37.7% 37.7% 37.7% 30.0% 62.3% 32.3% 32.3% Yellow Time (s) 4.0 4.0 4.0 3.5 4.5 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 4.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Min C-Min C-Min
Act Effct Green (s) 38.0 38.0 38.0 29.8 81.5 47.2 47.2
Actuated g/C Ratio 0.29 0.29 0.29 0.23 0.63 0.36 0.36
v/c Ratio 0.85 0.82 0.78 0.86 0.37 0.62 0.55
Control Delay (s/veh) 59.7 48.2 44.6 64.4 17.0 37.2 5.7 Queue Delay 0.1 0.1 0.0 1.8 0.5 0.0 0.0
Total Delay (s/veh) 59.8 48.3 44.6 66.2 17.5 37.2 5.7

LOS E D D E B D A
Approach Delay (s/veh) 51.1 35.3 29.4
Approach LOS D D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay (s/veh): 36.8 Intersection LOS: D Intersection Capacity Utilization 80.1% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 5: Van Buren Bl. & SR-91 WB Ramps

5.2-17
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Background (2026) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 537 0 606 639 1111 0 0 1378 454 Future Volume (veh/h) 0 0 0 537 0 606 639 1111 0 0 1378 454 I n i t i a l Q ( Q b ) , v e h 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 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 682 0 251 673 1169 0 0 1451 363
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 779 0 347 728 3577 0 0 2929 721
Arrive On Green 0.22 0.00 0.22 0.42 1.00 0.00 0.00 0.46 0.46 Sat Flow, veh/h 3563 0 1585 3456 5274 0 0 6696 1583
Grp Volume(v), veh/h 682 0 251 673 1169 0 0 1451 363
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1728 1702 0 0 1609 1583 Q Serve(g_s), s 24.0 0.0 19.1 24.0 0.0 0.0 0.0 20.6 21.1 Cycle Q Clear(g_c), s 24.0 0.0 19.1 24.0 0.0 0.0 0.0 20.6 21.1 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 779 0 347 728 3577 0 0 2929 721
V/C Ratio(X) 0.88 0.00 0.72 0.92 0.33 0.00 0.00 0.50 0.50 Avail Cap(c_a), veh/h 1206 0 536 917 3577 0 0 2929 721
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 49.1 0.0 47.1 36.7 0.0 0.0 0.0 24.9 25.0 Incr Delay (d2), s/veh 4.1 0.0 2.1 12.3 0.2 0.0 0.0 0.6 2.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.8 0.0 7.6 9.1 0.1 0.0 0.0 7.8 8.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.1 0.0 49.3 49.0 0.2 0.0 0.0 25.5 27.5 LnGrp LOS D D D A C C
Approach Vol, veh/h 933 1842 1814
Approach Delay, s/veh 52.1 18.1 25.9
Approach LOS D B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 31.9 64.7 33.4 96.6
Change Period (Y+Rc), s 4.5 5.5 5.0 5.5
Max Green Setting (Gmax), s 34.5 36.5 44.0 75.5
Max Q Clear Time (g_c+I1), s 26.0 23.1 26.0 2.0
Green Ext Time (p_c), s 1.4 7.7 2.4 8.2
Intersection Summary
HCM 7th Control Delay, s/veh 28.1
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

5.2-18
Timings 7-Eleven TA (JN 16095)
6: Van Buren Bl. & Indiana Av. 07/10/2024
Background (2026) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL W BT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 553 536 783 64 210 85 1183 215 1031 669 Future Volume (vph) 553 536 783 64 210 85 1183 215 1031 669 Turn Type Prot NA pm+ov Prot NA Prot NA Prot NA pm+ov
P r o t e c t e d P h a s e s 7453852167
Permitted Phases 4 6
D e t e c t o r P h a s e 7453852167
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 10.0 9.5 9.5 49.0 9.5 29.5 9.5 32.0 9.5 Total Split (s) 21.0 55.3 17.8 14.7 49.0 17.8 40.0 20.0 42.2 21.0 Total Split (%) 16.2% 42.5% 13.7% 11.3% 37.7% 13.7% 30.8% 15.4% 32.5% 16.2% Yellow Time (s) 3.5 4.0 3.5 3.5 4.0 3.5 4.5 3.5 4.0 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 4.5 4.5 5.0 4.5 5.5 4.5 5.0 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min None Act Effct Green (s) 16.5 44.1 59.6 8.6 34.2 10.5 38.9 20.9 49.8 66.8 Actuated g/C Ratio 0.13 0.34 0.46 0.07 0.26 0.08 0.30 0.16 0.38 0.51 v/c Ratio 1.35 0.90 0.61 0.59 0.42 0.63 0.88 0.81 0.56 0.70 Control Delay (s/veh) 211.5 43.0 10.3 78.7 20.8 76.8 52.0 91.1 21.8 12.1 Queue Delay 0.3 2.5 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.9
Total Delay (s/veh) 211.8 45.5 10.3 78.7 20.9 76.8 52.0 91.1 22.0 13.0

L O S FDBECEDFCB
Approach Delay (s/veh) 79.9 28.9 53.6 26.6
Approach LOS E C D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.35
Intersection Signal Delay (s/veh): 51.1 Intersection LOS: D Intersection Capacity Utilization 84.9% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 6: Van Buren Bl. & Indiana Av.

5.2-19
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 6: Van Buren Bl. & Indiana Av. 07/10/2024
Background (2026) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 553 536 783 64 210 189 85 1183 69 215 1031 669 Future Volume (veh/h) 553 536 783 64 210 189 85 1183 69 215 1031 669 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 1.00 1.00 0.97 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 588 570 510 68 223 172 90 1259 67 229 1097 521 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 439 638 1127 87 512 377 112 1690 90 212 2029 831 Arrive On Green 0.04 0.11 0.11 0.05 0.26 0.26 0.06 0.34 0.34 0.04 0.13 0.13 Sat Flow, veh/h 3456 1870 2790 1781 1948 1434 1781 4955 264 1781 5106 1584 Grp Volume(v), veh/h 588 570 510 68 202 193 90 865 461 229 1097 521 Grp Sat Flow(s),veh/h/ln 1728 1870 1395 1781 1777 1605 1781 1702 1815 1781 1702 1584 Q Serve(g_s), s 16.5 39.1 20.3 4.9 12.3 13.1 6.5 29.2 29.2 15.5 26.1 32.9 Cycle Q Clear(g_c), s 16.5 39.1 20.3 4.9 12.3 13.1 6.5 29.2 29.2 15.5 26.1 32.9 Prop In Lane 1.00 1.00 1.00 0.89 1.00 0.15 1.00 1.00
Lane Grp Cap(c), veh/h 439 638 1127 87 467 421 112 1161 619 212 2029 831 V/C Ratio(X) 1.34 0.89 0.45 0.78 0.43 0.46 0.80 0.74 0.74 1.08 0.54 0.63 Avail Cap(c_a), veh/h 439 724 1255 140 601 543 182 1161 619 212 2029 831 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.59 0.59 0.59 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.3 55.4 39.3 61.2 39.9 40.2 60.1 37.8 37.8 62.4 45.4 32.5 Incr Delay (d2), s/veh 162.3 7.8 0.1 5.7 0.5 0.6 5.0 4.4 7.9 84.1 1.0 3.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 17.6 21.0 7.6 2.3 5.4 5.2 3.0 12.4 13.9 12.4 12.1 14.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 224.5 63.1 39.4 66.9 40.4 40.7 65.1 42.2 45.8 146.5 46.4 36.1 LnGrp LOS F E D E D D E D D F D D
Approach Vol, veh/h 1668 463 1416 1847
Approach Delay, s/veh 112.8 44.4 44.8 55.9
Approach LOS F D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 20.0 49.9 10.8 49.3 12.7 57.2 21.0 39.1 Change Period (Y+Rc), s 4.5 5.5 4.5 5.0 4.5 * 5.5 4.5 5.0 Max Green Setting (Gmax), s 15.5 34.5 10.2 50.3 13.3 * 37 16.5 44.0 Max Q Clear Time (g_c+I1), s 17.5 31.2 6.9 41.1 8.5 34.9 18.5 15.1 Green Ext Time (p_c), s 0.0 2.1 0.0 3.2 0.0 1.6 0.0 1.9 Intersection Summary
HCM 7th Control Delay, s/veh 69.6
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

5.2-20
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
APPENDIX 5.3: BACKGROUND (2026) WITH PROJECT CONDITIONS

TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
This Page Intentionally Left Blank

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

DIST CO RTE PM CALC DATE
Jurisdiction: City of Riverside CHK DATE
Major Street: Primrose Dr. Critical Approach Speed (Major) 25 mph Minor Street: Driveway 1 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 11,133 vpd Minor Street Future ADT = 846 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 + 11,133 1 846 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 + 11,133 1 846 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
35% 70%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

URBAN (U)

URBAN RURAL
Major Street Minor Street
XX
on Higher-Volume
2026 WP
RV
RV
07/10/24
07/10/24
(Based on Estimated Average Daily Traffic - See Note)

5.3-1
This Page Intentionally Left Blank

5.3-2
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
APPENDIX 6.1: CUMULATIVE (2045) WITHOUT PROJECT CONDITIONS

INTERSECTION OPERATIONS ANALYSIS WORKSHEETS
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
This Page Intentionally Left Blank

Timings 7-Eleven TA (JN 16095)
1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Cumulative (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT WBR SBL
Lane Configurations
Traffic Volume (vph) 109 584 510 471 946
Future Volume (vph) 109 584 510 471 946
Turn Type Prot NA NA pm+ov Prot
P r o t e c t e d P h a s e s 52644
Permitted Phases 6
D e t e c t o r P h a s e 52644
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 49.5 10.0 10.0
Total Split (s) 21.0 88.0 67.0 42.0 42.0
Total Split (%) 16.2% 67.7% 51.5% 32.3% 32.3%
Yellow Time (s) 3.5 4.5 4.5 4.0 4.0
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 5.5 5.5 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None C-Min C-Min None None
Act Effct Green (s) 13.8 72.1 53.8 101.7 47.4
Actuated g/C Ratio 0.11 0.55 0.41 0.78 0.36
v/c Ratio 0.61 0.31 0.37 0.38 0.80
Control Delay (s/veh) 69.0 16.4 30.0 2.2 42.6
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 69.0 16.4 30.0 2.3 42.6

L O S EBCAD
Approach Delay (s/veh) 24.7 16.7 42.6
Approach LOS C B D
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay (s/veh): 28.2 Intersection LOS: C Intersection Capacity Utilization 82.4% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Indiana Av. & SR-91 EB Ramps

6.1-1
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Cumulative (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 109 584 510 471 946 8
Future Volume (veh/h) 109 584 510 471 946 8
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 115 615 537 357 1000 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 140 2255 1853 1259 1014 451
Arrive On Green 0.08 0.63 0.17 0.17 0.28 0.00
Sat Flow, veh/h 1781 3647 3647 1549 3563 1585
Grp Volume(v), veh/h 115 615 537 357 1000 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1549 1781 1585
Q Serve(g_s), s 8.3 9.9 17.1 10.9 36.3 0.0
Cycle Q Clear(g_c), s 8.3 9.9 17.1 10.9 36.3 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 140 2255 1853 1259 1014 451
V/C Ratio(X) 0.82 0.27 0.29 0.28 0.99 0.00
Avail Cap(c_a), veh/h 226 2255 1853 1259 1014 451
HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.75 0.75 1.00 0.00
Uniform Delay (d), s/veh 59.0 10.5 32.8 6.1 46.2 0.0
Incr Delay (d2), s/veh 11.8 0.3 0.3 0.4 24.8 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.1 3.8 8.2 11.3 19.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 70.8 10.8 33.1 6.5 71.1 0.0
LnGrp LOS E B C A E
Approach Vol, veh/h 730 894 1000
Approach Delay, s/veh 20.2 22.5 71.1
Approach LOS C C E
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 88.0 42.0 14.7 73.3
Change Period (Y+Rc), s 5.5 5.0 4.5 5.5
Max Green Setting (Gmax), s 82.5 37.0 16.5 61.5
Max Q Clear Time (g_c+I1), s 11.9 38.3 10.3 19.1
Green Ext Time (p_c), s 3.5 0.0 0.1 4.0
Intersection Summary
HCM 7th Control Delay, s/veh 40.4
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

6.1-2
Timings 7-Eleven TA (JN 16095)
3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Cumulative (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL W BT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 25 45 157 56 208 1620 45 1487
Future Volume (vph) 25 45 157 56 208 1620 45 1487
Turn Type Prot NA Prot NA Prot NA Prot NA
P r o t e c t e d P h a s e s 74385216
Permitted Phases
D e t e c t o r P h a s e 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 33.6 9.6 33.6 9.6 22.4 9.6 22.4
Total Split (s) 15.2 33.6 17.2 35.6 24.3 58.6 10.6 44.9 Total Split (%) 12.7% 28.0% 14.3% 29.7% 20.3% 48.8% 8.8% 37.4% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.6 5.4 4.6 5.4
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 None None None
Act Effct Green (s) 6.2 14.1 12.3 24.5 16.2 51.2 5.8 38.5 Actuated g/C Ratio 0.06 0.14 0.12 0.24 0.16 0.51 0.06 0.38 v/c Ratio 0.24 0.63 0.76 0.25 0.77 0.70 0.46 0.82
Control Delay (s/veh) 54.2 23.0 68.4 25.0 60.4 21.9 64.7 33.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 54.2 23.0 68.4 25.0 60.4 21.9 64.7 33.2

L O S DCECECEC
Approach Delay (s/veh) 26.2 50.7 26.1 34.1
Approach LOS CDCC
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 100.5
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay (s/veh): 30.9 Intersection LOS: C Intersection Capacity Utilization 78.2% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: Van Buren Bl. & Primrose Dr./Andrew St.

6.1-3
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Cumulative (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 45 169 157 56 51 208 1620 84 45 1487 23 Future Volume (veh/h) 25 45 169 157 56 51 208 1620 84 45 1487 23 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 47 178 165 59 54 219 1705 88 47 1565 24 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 47 57 216 198 226 207 254 2383 123 67 1938 30 Arrive On Green 0.03 0.17 0.17 0.11 0.25 0.25 0.14 0.48 0.48 0.04 0.37 0.37 Sat Flow, veh/h 1781 342 1295 1781 899 823 1781 4972 256 1781 5181 79 Grp Volume(v), veh/h 26 0 225 165 0 113 219 1167 626 47 1028 561 Grp Sat Flow(s),veh/h/ln 1781 0 1637 1781 0 1722 1781 1702 1824 1781 1702 1856 Q Serve(g_s), s 1.3 0.0 12.4 8.5 0.0 4.9 11.2 25.4 25.5 2.4 25.3 25.4 Cycle Q Clear(g_c), s 1.3 0.0 12.4 8.5 0.0 4.9 11.2 25.4 25.5 2.4 25.3 25.4 Prop In Lane 1.00 0.79 1.00 0.48 1.00 0.14 1.00 0.04
Lane Grp Cap(c), veh/h 47 0 273 198 0 433 254 1631 874 67 1274 694 V/C Ratio(X) 0.56 0.00 0.82 0.83 0.00 0.26 0.86 0.72 0.72 0.70 0.81 0.81 Avail Cap(c_a), veh/h 202 0 507 240 0 571 375 1935 1037 114 1437 783 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 45.0 0.0 37.7 40.7 0.0 28.0 39.2 19.3 19.3 44.5 26.3 26.3 Incr Delay (d2), s/veh 3.8 0.0 6.2 16.0 0.0 0.3 9.0 1.0 1.9 4.9 3.2 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 0.6 0.0 5.4 4.6 0.0 2.1 5.4 9.3 10.2 1.1 10.1 11.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 48.8 0.0 43.8 56.8 0.0 28.4 48.2 20.3 21.3 49.4 29.4 31.9 L n G r p L O S D DE CDCCDCC
Approach Vol, veh/h 251 278 2012 1636
Approach Delay, s/veh 44.4 45.2 23.7 30.8
Approach LOS DDCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.1 50.3 15.0 20.2 18.0 40.4 7.1 28.1 Change Period (Y+Rc), s 4.6 5.4 4.6 4.6 4.6 5.4 4.6 4.6 Max Green Setting (Gmax), s 6.0 53.2 12.6 29.0 19.7 39.5 10.6 31.0 Max Q Clear Time (g_c+I1), s 4.4 27.5 10.5 14.4 13.2 27.4 3.3 6.9 Green Ext Time (p_c), s 0.0 14.2 0.0 1.2 0.2 7.7 0.0 0.6 Intersection Summary
HCM 7th Control Delay, s/veh 29.2
HCM 7th LOS C

6.1-4
Timings 7-Eleven TA (JN 16095)
5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Cumulative (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 7
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 514 0 631 900 1246 1209 583
Future Volume (vph) 514 0 631 900 1246 1209 583
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 1 6 2
Permitted Phases 4 2
D e t e c t o r P h a s e 4441622
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 10.0 10.0 9.5 35.5 37.5 37.5
Total Split (s) 43.0 43.0 43.0 46.0 87.0 41.0 41.0
Total Split (%) 33.1% 33.1% 33.1% 35.4% 66.9% 31.5% 31.5% Yellow Time (s) 4.0 4.0 4.0 3.5 4.5 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 4.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Min C-Min C-Min
Act Effct Green (s) 35.8 35.8 35.8 39.2 83.7 40.0 40.0
Actuated g/C Ratio 0.28 0.28 0.28 0.30 0.64 0.31 0.31
v/c Ratio 0.91 0.87 0.83 0.91 0.40 0.65 0.72
Control Delay (s/veh) 70.4 56.3 52.4 66.5 14.1 41.7 12.2 Queue Delay 0.5 0.3 0.0 49.0 0.6 0.0 0.0
Total Delay (s/veh) 70.8 56.6 52.4 115.5 14.8 41.7 12.2

LOS E E D F B D B
Approach Delay (s/veh) 60.2 57.0 32.1
Approach LOS E E C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow, Master Intersection Natural Cycle: 100
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay (s/veh): 48.9 Intersection LOS: D Intersection Capacity Utilization 94.9% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 5: Van Buren Bl. & SR-91 WB Ramps

6.1-5
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Cumulative (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 514 0 631 900 1246 0 0 1209 583 Future Volume (veh/h) 0 0 0 514 0 631 900 1246 0 0 1209 583 I n i t i a l Q ( Q b ) , v e h 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 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 667 0 269 947 1312 0 0 1273 480
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 760 0 338 991 3604 0 0 2474 601
Arrive On Green 0.21 0.00 0.21 0.57 1.00 0.00 0.00 0.38 0.38 Sat Flow, veh/h 3563 0 1585 3456 5274 0 0 6696 1563
Grp Volume(v), veh/h 667 0 269 947 1312 0 0 1273 480
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1728 1702 0 0 1609 1563 Q Serve(g_s), s 23.6 0.0 20.9 33.6 0.0 0.0 0.0 19.7 35.5 Cycle Q Clear(g_c), s 23.6 0.0 20.9 33.6 0.0 0.0 0.0 19.7 35.5 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 760 0 338 991 3604 0 0 2474 601
V/C Ratio(X) 0.88 0.00 0.80 0.96 0.36 0.00 0.00 0.51 0.80 Avail Cap(c_a), veh/h 1041 0 463 1103 3604 0 0 2474 601 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 49.5 0.0 48.4 26.9 0.0 0.0 0.0 30.7 35.5 Incr Delay (d2), s/veh 6.0 0.0 5.8 16.4 0.3 0.0 0.0 0.8 10.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.8 0.0 8.6 11.4 0.1 0.0 0.0 7.6 14.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.5 0.0 54.2 43.3 0.3 0.0 0.0 31.5 46.2 LnGrp LOS E D D A C D
Approach Vol, veh/h 936 2259 1753
Approach Delay, s/veh 55.1 18.3 35.5
Approach LOS E B D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 41.8 55.5 32.7 97.3
Change Period (Y+Rc), s 4.5 5.5 5.0 5.5
Max Green Setting (Gmax), s 41.5 35.5 38.0 81.5
Max Q Clear Time (g_c+I1), s 35.6 37.5 25.6 2.0
Green Ext Time (p_c), s 1.7 0.0 2.2 9.8
Intersection Summary
HCM 7th Control Delay, s/veh 31.4
HCM 7th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

6.1-6
Timings 7-Eleven TA (JN 16095)
6: Van Buren Bl. & Indiana Av. 07/10/2024
Cumulative (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL W BT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 514 444 572 73 187 105 1583 191 843 689 Future Volume (vph) 514 444 572 73 187 105 1583 191 843 689 Turn Type Prot NA pm+ov Prot NA Prot NA Prot NA pm+ov
P r o t e c t e d P h a s e s 7453852167
Permitted Phases 4 6
D e t e c t o r P h a s e 7453852167
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 10.0 9.5 9.5 49.0 9.5 29.5 9.5 32.0 9.5 Total Split (s) 19.0 52.3 20.0 16.7 50.0 20.0 45.0 16.0 41.0 19.0 Total Split (%) 14.6% 40.2% 15.4% 12.8% 38.5% 15.4% 34.6% 12.3% 31.5% 14.6% Yellow Time (s) 3.5 4.0 3.5 3.5 4.0 3.5 4.5 3.5 4.0 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 4.5 4.5 5.0 4.5 5.5 4.5 5.0 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min None Act Effct Green (s) 14.5 38.2 50.8 9.6 31.3 12.1 42.8 21.9 53.2 72.7 Actuated g/C Ratio 0.11 0.29 0.39 0.07 0.24 0.09 0.33 0.17 0.41 0.56 v/c Ratio 1.42 0.85 0.51 0.59 0.54 0.68 1.04 0.67 0.43 0.66 Control Delay (s/veh) 237.9 46.3 16.4 75.9 24.4 76.8 75.6 80.9 19.6 12.0 Queue Delay 4.2 0.3 0.0 0.0 0.8 0.0 3.8 0.0 0.1 2.2
Total Delay (s/veh) 242.1 46.6 16.4 75.9 25.3 76.8 79.4 80.9 19.7 14.2

LOS F D B E C E E F B B
Approach Delay (s/veh) 101.0 32.1 79.2 24.3
Approach LOS F C E C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.42
Intersection Signal Delay (s/veh): 63.5 Intersection LOS: E Intersection Capacity Utilization 89.4% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 6: Van Buren Bl. & Indiana Av.

6.1-7
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 6: Van Buren Bl. & Indiana Av. 07/10/2024
Cumulative (2045) Without Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 514 444 572 73 187 285 105 1583 61 191 843 689 Future Volume (veh/h) 514 444 572 73 187 285 105 1583 61 191 843 689 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 541 467 209 77 197 224 111 1666 60 201 887 591 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 385 526 985 97 398 354 135 2153 77 158 2239 872 Arrive On Green 0.04 0.09 0.09 0.05 0.22 0.22 0.08 0.43 0.43 0.03 0.14 0.14 Sat Flow, veh/h 3456 1870 2754 1781 1777 1581 1781 5055 182 1781 5106 1585 Grp Volume(v), veh/h 541 467 209 77 197 224 111 1122 604 201 887 591 Grp Sat Flow(s),veh/h/ln 1728 1870 1377 1781 1777 1581 1781 1702 1833 1781 1702 1585 Q Serve(g_s), s 14.5 32.1 8.2 5.6 12.6 16.7 8.0 36.7 36.7 11.5 20.5 37.9 Cycle Q Clear(g_c), s 14.5 32.1 8.2 5.6 12.6 16.7 8.0 36.7 36.7 11.5 20.5 37.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 385 526 985 97 398 354 135 1450 780 158 2239 872 V/C Ratio(X) 1.40 0.89 0.21 0.79 0.49 0.63 0.82 0.77 0.77 1.28 0.40 0.68 Avail Cap(c_a), veh/h 385 681 1213 167 615 547 212 1450 780 158 2239 872 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.75 0.75 0.75 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.6 57.0 37.3 60.7 44.0 45.6 59.2 32.0 32.0 63.1 40.0 33.0 Incr Delay (d2), s/veh 193.1 8.3 0.1 5.3 0.7 1.4 6.9 4.1 7.4 164.0 0.5 4.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 17.1 17.3 2.9 2.6 5.5 6.6 3.8 15.2 17.1 12.7 9.4 17.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 255.7 65.3 37.3 66.0 44.7 47.0 66.1 36.0 39.3 227.1 40.5 37.2 LnGrp LOS F E D E D D E D D F D D
Approach Vol, veh/h 1217 498 1837 1679
Approach Delay, s/veh 145.1 49.0 38.9 61.7
Approach LOS F D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.0 60.9 11.6 41.5 14.4 62.5 19.0 34.1 Change Period (Y+Rc), s 4.5 5.5 4.5 5.0 4.5 * 5.5 4.5 5.0 Max Green Setting (Gmax), s 11.5 39.5 12.2 47.3 15.5 * 36 14.5 45.0 Max Q Clear Time (g_c+I1), s 13.5 38.7 7.6 34.1 10.0 39.9 16.5 18.7 Green Ext Time (p_c), s 0.0 0.6 0.0 2.4 0.1 0.0 0.0 2.0 Intersection Summary
HCM 7th Control Delay, s/veh 71.9
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-8
Timings 7-Eleven TA (JN 16095)
1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Cumulative (2045) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT WBR SBL
Lane Configurations
Traffic Volume (vph) 169 668 622 435 1410
Future Volume (vph) 169 668 622 435 1410
Turn Type Prot NA NA pm+ov Prot
P r o t e c t e d P h a s e s 52644
Permitted Phases 6
D e t e c t o r P h a s e 52644
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 49.5 10.0 10.0
Total Split (s) 21.0 72.0 51.0 58.0 58.0
Total Split (%) 16.2% 55.4% 39.2% 44.6% 44.6%
Yellow Time (s) 3.5 4.5 4.5 4.0 4.0
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 5.5 5.5 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None C-Min C-Min None None
Act Effct Green (s) 15.7 57.7 37.5 99.8 61.8
Actuated g/C Ratio 0.12 0.44 0.29 0.77 0.48
v/c Ratio 0.81 0.43 0.62 0.35 0.89
Control Delay (s/veh) 82.9 25.8 47.5 1.1 39.4
Queue Delay 0.0 0.0 0.0 0.1 6.1
Total Delay (s/veh) 82.9 25.8 47.5 1.2 45.5

LOS F C D A D
Approach Delay (s/veh) 37.3 28.5 45.5
Approach LOS D C D
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay (s/veh): 38.0 Intersection LOS: D Intersection Capacity Utilization 99.3% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 1: Indiana Av. & SR-91 EB Ramps

6.1-9
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Cumulative (2045) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 169 668 622 435 1410 18
Future Volume (veh/h) 169 668 622 435 1410 18
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 172 682 635 339 1456 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 197 1818 1301 1212 1452 646
Arrive On Green 0.11 0.51 0.12 0.12 0.41 0.00
Sat Flow, veh/h 1781 3647 3647 1545 3563 1585
Grp Volume(v), veh/h 172 682 635 339 1456 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1545 1781 1585
Q Serve(g_s), s 12.4 15.1 21.7 9.6 53.0 0.0
Cycle Q Clear(g_c), s 12.4 15.1 21.7 9.6 53.0 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 197 1818 1301 1212 1452 646
V/C Ratio(X) 0.87 0.38 0.49 0.28 1.00 0.00
Avail Cap(c_a), veh/h 226 1818 1301 1212 1452 646
HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.70 0.70 1.00 0.00
Uniform Delay (d), s/veh 56.9 19.2 45.8 6.1 38.5 0.0
Incr Delay (d2), s/veh 25.7 0.6 0.9 0.4 24.2 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.9 6.2 10.5 11.3 26.7 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 82.6 19.8 46.7 6.5 62.7 0.0
LnGrp LOS F B D A F
Approach Vol, veh/h 854 974 1456
Approach Delay, s/veh 32.4 32.7 62.7
Approach LOS C C E
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 72.0 58.0 18.9 53.1
Change Period (Y+Rc), s 5.5 5.0 4.5 5.5
Max Green Setting (Gmax), s 66.5 53.0 16.5 45.5
Max Q Clear Time (g_c+I1), s 17.1 55.0 14.4 23.7
Green Ext Time (p_c), s 4.0 0.0 0.1 4.3
Intersection Summary
HCM 7th Control Delay, s/veh 45.9
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

6.1-10
Timings 7-Eleven TA (JN 16095)
3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Cumulative (2045) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL W BT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 31 45 131 45 365 1464 57 1678
Future Volume (vph) 31 45 131 45 365 1464 57 1678
Turn Type Prot NA Prot NA Prot NA Prot NA
P r o t e c t e d P h a s e s 74385216
Permitted Phases
D e t e c t o r P h a s e 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 33.6 9.6 33.6 9.6 22.4 9.6 22.4
Total Split (s) 13.1 33.6 14.3 34.8 30.0 58.0 14.1 42.1 Total Split (%) 10.9% 28.0% 11.9% 29.0% 25.0% 48.3% 11.8% 35.1% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.6 5.4 4.6 5.4
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 None None None
Act Effct Green (s) 6.4 14.5 9.7 21.9 25.5 56.9 7.5 36.9 Actuated g/C Ratio 0.06 0.14 0.09 0.21 0.24 0.54 0.07 0.35 v/c Ratio 0.29 0.72 0.81 0.24 0.87 0.59 0.46 0.98
Control Delay (s/veh) 56.5 22.4 83.5 23.4 60.8 19.3 60.8 51.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 56.5 22.4 83.5 23.4 60.8 19.3 60.8 51.8

L O S ECFCEBED
Approach Delay (s/veh) 25.7 59.0 27.1 52.1
Approach LOS C E C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 105.9
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.98
Intersection Signal Delay (s/veh): 39.1 Intersection LOS: D Intersection Capacity Utilization 95.0% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 3: Van Buren Bl. & Primrose Dr./Andrew St.

6.1-11
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Cumulative (2045) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 31 45 246 131 45 46 365 1464 103 57 1678 32 Future Volume (veh/h) 31 45 246 131 45 46 365 1464 103 57 1678 32 I n i t i a l Q ( Q b ) , v e h 000000000000
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 0.98 1.00 1.00 1.00 0.98 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 31 45 187 132 45 31 369 1479 86 58 1695 32 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 50 55 229 159 242 166 396 2555 149 75 1739 33 Arrive On Green 0.03 0.17 0.17 0.09 0.24 0.24 0.22 0.52 0.52 0.04 0.34 0.34 Sat Flow, veh/h 1781 315 1311 1781 1023 705 1781 4935 287 1781 5157 97 Grp Volume(v), veh/h 31 0 232 132 0 76 369 1020 545 58 1119 608 Grp Sat Flow(s),veh/h/ln 1781 0 1626 1781 0 1729 1781 1702 1818 1781 1702 1850 Q Serve(g_s), s 1.9 0.0 14.9 7.9 0.0 3.8 22.1 22.5 22.5 3.5 35.3 35.3 Cycle Q Clear(g_c), s 1.9 0.0 14.9 7.9 0.0 3.8 22.1 22.5 22.5 3.5 35.3 35.3 Prop In Lane 1.00 0.81 1.00 0.41 1.00 0.16 1.00 0.05
Lane Grp Cap(c), veh/h 50 0 284 159 0 408 396 1762 941 75 1148 624 V/C Ratio(X) 0.62 0.00 0.82 0.83 0.00 0.19 0.93 0.58 0.58 0.78 0.97 0.97 Avail Cap(c_a), veh/h 139 0 433 159 0 480 416 1762 941 155 1148 624 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 52.3 0.0 43.2 48.8 0.0 33.2 41.5 18.1 18.1 51.6 35.6 35.6 Incr Delay (d2), s/veh 4.7 0.0 7.0 28.1 0.0 0.2 26.4 0.5 0.9 6.3 20.6 29.7 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 0.9 0.0 6.6 4.8 0.0 1.6 12.3 8.3 9.0 1.7 17.2 20.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 57.0 0.0 50.2 76.9 0.0 33.4 67.9 18.6 19.0 57.9 56.2 65.3 L n G r p L O S E DE CEBBEEE
Approach Vol, veh/h 263 208 1934 1785
Approach Delay, s/veh 51.0 61.0 28.1 59.4
Approach LOS D E C E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.2 61.7 14.3 23.6 28.8 42.1 7.6 30.3 Change Period (Y+Rc), s 4.6 5.4 4.6 4.6 4.6 5.4 4.6 4.6 Max Green Setting (Gmax), s 9.5 52.6 9.7 29.0 25.4 36.7 8.5 30.2 Max Q Clear Time (g_c+I1), s 5.5 24.5 9.9 16.9 24.1 37.3 3.9 5.8 Green Ext Time (p_c), s 0.0 12.5 0.0 1.1 0.1 0.0 0.0 0.4 Intersection Summary
HCM 7th Control Delay, s/veh 44.5
HCM 7th LOS D

6.1-12
Timings 7-Eleven TA (JN 16095)
5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Cumulative (2045) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 7
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 564 0 662 698 1214 1509 495
Future Volume (vph) 564 0 662 698 1214 1509 495
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 1 6 2
Permitted Phases 4 2
D e t e c t o r P h a s e 4441622
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 10.0 10.0 9.5 35.5 37.5 37.5
Total Split (s) 49.0 49.0 49.0 39.0 81.0 42.0 42.0
Total Split (%) 37.7% 37.7% 37.7% 30.0% 62.3% 32.3% 32.3% Yellow Time (s) 4.0 4.0 4.0 3.5 4.5 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 4.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Min C-Min C-Min
Act Effct Green (s) 40.0 40.0 40.0 31.4 79.5 43.6 43.6
Actuated g/C Ratio 0.31 0.31 0.31 0.24 0.61 0.34 0.34
v/c Ratio 0.87 0.85 0.82 0.89 0.41 0.74 0.60
Control Delay (s/veh) 60.5 52.8 48.9 62.0 19.9 42.0 6.2 Queue Delay 0.5 0.4 0.0 9.7 0.6 0.0 0.0
Total Delay (s/veh) 61.0 53.2 48.9 71.7 20.5 42.1 6.2

LOS E D D E C D A
Approach Delay (s/veh) 54.6 39.2 33.2
Approach LOS D D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay (s/veh): 40.5 Intersection LOS: D Intersection Capacity Utilization 85.6% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: Van Buren Bl. & SR-91 WB Ramps

6.1-13
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Cumulative (2045) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 564 0 662 698 1214 0 0 1509 495 Future Volume (veh/h) 0 0 0 564 0 662 698 1214 0 0 1509 495 I n i t i a l Q ( Q b ) , v e h 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 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 730 0 291 735 1278 0 0 1588 406
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 830 0 369 785 3504 0 0 2730 672
Arrive On Green 0.23 0.00 0.23 0.45 1.00 0.00 0.00 0.42 0.42 Sat Flow, veh/h 3563 0 1585 3456 5274 0 0 6696 1583
Grp Volume(v), veh/h 730 0 291 735 1278 0 0 1588 406
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1728 1702 0 0 1609 1583 Q Serve(g_s), s 25.7 0.0 22.4 26.3 0.0 0.0 0.0 24.5 25.8 Cycle Q Clear(g_c), s 25.7 0.0 22.4 26.3 0.0 0.0 0.0 24.5 25.8 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 830 0 369 785 3504 0 0 2730 672
V/C Ratio(X) 0.88 0.00 0.79 0.94 0.36 0.00 0.00 0.58 0.60 Avail Cap(c_a), veh/h 1206 0 536 917 3504 0 0 2730 672
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 48.1 0.0 46.8 34.6 0.0 0.0 0.0 28.6 29.0 Incr Delay (d2), s/veh 4.9 0.0 4.0 14.8 0.3 0.0 0.0 0.9 4.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.6 0.0 9.0 9.9 0.1 0.0 0.0 9.4 10.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.0 0.0 50.8 49.4 0.3 0.0 0.0 29.5 33.0 LnGrp LOS D D D A C C
Approach Vol, veh/h 1021 2013 1994
Approach Delay, s/veh 52.4 18.2 30.2
Approach LOS D B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 34.0 60.7 35.3 94.7
Change Period (Y+Rc), s 4.5 5.5 5.0 5.5
Max Green Setting (Gmax), s 34.5 36.5 44.0 75.5
Max Q Clear Time (g_c+I1), s 28.3 27.8 27.7 2.0
Green Ext Time (p_c), s 1.3 6.1 2.6 9.4
Intersection Summary
HCM 7th Control Delay, s/veh 29.9
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

6.1-14
Timings 7-Eleven TA (JN 16095)
6: Van Buren Bl. & Indiana Av. 07/10/2024
Cumulative (2045) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL W BT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 604 590 884 76 231 94 1196 237 1104 732 Future Volume (vph) 604 590 884 76 231 94 1196 237 1104 732 Turn Type Prot NA pm+ov Prot NA Prot NA Prot NA pm+ov
P r o t e c t e d P h a s e s 7453852167
Permitted Phases 4 6
D e t e c t o r P h a s e 7453852167
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 10.0 9.5 9.5 49.0 9.5 29.5 9.5 32.0 9.5 Total Split (s) 24.0 59.6 15.6 13.4 49.0 15.6 38.0 19.0 41.4 24.0 Total Split (%) 18.5% 45.8% 12.0% 10.3% 37.7% 12.0% 29.2% 14.6% 31.8% 18.5% Yellow Time (s) 3.5 4.0 3.5 3.5 4.0 3.5 4.5 3.5 4.0 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 4.5 4.5 5.0 4.5 5.5 4.5 5.0 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min None Act Effct Green (s) 19.5 48.2 63.6 8.3 37.0 10.4 32.5 21.5 44.1 64.1 Actuated g/C Ratio 0.15 0.37 0.49 0.06 0.28 0.08 0.25 0.17 0.34 0.49 v/c Ratio 1.24 0.90 0.66 0.71 0.42 0.70 1.06 0.85 0.67 0.80 Control Delay (s/veh) 165.0 47.1 13.7 90.7 22.3 83.1 89.2 90.8 25.5 16.0 Queue Delay 0.5 7.0 0.6 0.0 0.4 0.0 0.0 0.0 0.3 2.6
Total Delay (s/veh) 165.5 54.1 14.4 90.7 22.6 83.1 89.2 90.8 25.8 18.7

L O S FDBFCFFFCB
Approach Delay (s/veh) 69.6 32.9 88.8 30.7
Approach LOS E C F C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.24
Intersection Signal Delay (s/veh): 57.5 Intersection LOS: E Intersection Capacity Utilization 89.5% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 6: Van Buren Bl. & Indiana Av.

6.1-15
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 6: Van Buren Bl. & Indiana Av. 07/10/2024
Cumulative (2045) Without Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 604 590 884 76 231 195 94 1196 76 237 1104 732 Future Volume (veh/h) 604 590 884 76 231 195 94 1196 76 237 1104 732 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 1.00 1.00 0.97 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 636 621 611 80 243 177 99 1259 74 249 1162 582 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 518 696 1229 101 556 389 122 1524 90 199 1801 796 Arrive On Green 0.05 0.12 0.12 0.06 0.28 0.28 0.07 0.31 0.31 0.04 0.12 0.12 Sat Flow, veh/h 3456 1870 2790 1781 1994 1395 1781 4924 289 1781 5106 1584 Grp Volume(v), veh/h 636 621 611 80 215 205 99 870 463 249 1162 582 Grp Sat Flow(s),veh/h/ln 1728 1870 1395 1781 1777 1612 1781 1702 1809 1781 1702 1584 Q Serve(g_s), s 19.5 42.5 24.0 5.8 12.9 13.6 7.1 30.8 30.8 14.5 28.3 36.9 Cycle Q Clear(g_c), s 19.5 42.5 24.0 5.8 12.9 13.6 7.1 30.8 30.8 14.5 28.3 36.9 Prop In Lane 1.00 1.00 1.00 0.87 1.00 0.16 1.00 1.00
Lane Grp Cap(c), veh/h 518 696 1229 101 495 450 122 1054 560 199 1801 796 V/C Ratio(X) 1.23 0.89 0.50 0.80 0.43 0.46 0.81 0.83 0.83 1.25 0.65 0.73 Avail Cap(c_a), veh/h 518 786 1362 122 601 546 152 1054 560 199 1801 796 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.59 0.59 0.59 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 61.8 54.4 37.8 60.6 38.5 38.7 59.7 41.6 41.6 62.6 49.7 34.5 Incr Delay (d2), s/veh 112.2 7.1 0.1 20.8 0.4 0.5 18.8 7.4 13.1 148.4 1.8 5.9 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 17.1 22.7 9.0 3.2 5.6 5.4 3.8 13.6 15.3 15.1 13.2 16.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 174.0 61.5 37.9 81.4 38.9 39.3 78.5 49.0 54.7 211.0 51.5 40.3 LnGrp LOS F E D F D D E D D F D D
Approach Vol, veh/h 1868 500 1432 1993
Approach Delay, s/veh 92.1 45.9 52.9 68.1
Approach LOS F D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.0 45.8 11.8 53.4 13.4 51.4 24.0 41.2 Change Period (Y+Rc), s 4.5 5.5 4.5 5.0 4.5 * 5.5 4.5 5.0 Max Green Setting (Gmax), s 14.5 32.5 8.9 54.6 11.1 * 36 19.5 44.0 Max Q Clear Time (g_c+I1), s 16.5 32.8 7.8 44.5 9.1 38.9 21.5 15.6 Green Ext Time (p_c), s 0.0 0.0 0.0 3.9 0.0 0.0 0.0 2.0 Intersection Summary
HCM 7th Control Delay, s/veh 70.2
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

6.1-16
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
APPENDIX 6.2: CUMULATIVE (2045) WITH PROJECT CONDITIONS

INTERSECTION OPERATIONS ANALYSIS WORKSHEETS
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
This Page Intentionally Left Blank

Timings 7-Eleven TA (JN 16095)
1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Cumulative (2045) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT WBR SBL
Lane Configurations
Traffic Volume (vph) 109 584 510 474 949
Future Volume (vph) 109 584 510 474 949
Turn Type Prot NA NA pm+ov Prot
P r o t e c t e d P h a s e s 52644
Permitted Phases 6
D e t e c t o r P h a s e 52644
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 49.5 10.0 10.0
Total Split (s) 21.0 88.0 67.0 42.0 42.0
Total Split (%) 16.2% 67.7% 51.5% 32.3% 32.3%
Yellow Time (s) 3.5 4.5 4.5 4.0 4.0
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 5.5 5.5 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None C-Min C-Min None None
Act Effct Green (s) 13.8 71.9 53.6 101.7 47.6
Actuated g/C Ratio 0.11 0.55 0.41 0.78 0.37
v/c Ratio 0.61 0.31 0.37 0.38 0.80
Control Delay (s/veh) 69.0 16.5 30.1 2.2 42.4
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 69.0 16.5 30.1 2.3 42.4

L O S EBCAD
Approach Delay (s/veh) 24.7 16.7 42.4
Approach LOS C B D
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay (s/veh): 28.2 Intersection LOS: C Intersection Capacity Utilization 82.5% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 1: Indiana Av. & SR-91 EB Ramps

6.2-1
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 1: Indiana Av. & SR-91 EB Ramps 07/10/2024
Cumulative (2045) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 109 584 510 474 949 8
Future Volume (veh/h) 109 584 510 474 949 8
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 115 615 537 360 1003 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 140 2255 1853 1259 1014 451
Arrive On Green 0.08 0.63 0.17 0.17 0.28 0.00
Sat Flow, veh/h 1781 3647 3647 1549 3563 1585
Grp Volume(v), veh/h 115 615 537 360 1003 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1549 1781 1585
Q Serve(g_s), s 8.3 9.9 17.1 11.0 36.4 0.0
Cycle Q Clear(g_c), s 8.3 9.9 17.1 11.0 36.4 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 140 2255 1853 1259 1014 451
V/C Ratio(X) 0.82 0.27 0.29 0.29 0.99 0.00
Avail Cap(c_a), veh/h 226 2255 1853 1259 1014 451
HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.75 0.75 1.00 0.00
Uniform Delay (d), s/veh 59.0 10.5 32.8 6.1 46.3 0.0
Incr Delay (d2), s/veh 11.8 0.3 0.3 0.4 25.5 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.1 3.8 8.2 11.4 19.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 70.8 10.8 33.1 6.5 71.8 0.0
LnGrp LOS E B C A E
Approach Vol, veh/h 730 897 1003
Approach Delay, s/veh 20.2 22.5 71.8
Approach LOS C C E
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 88.0 42.0 14.7 73.3
Change Period (Y+Rc), s 5.5 5.0 4.5 5.5
Max Green Setting (Gmax), s 82.5 37.0 16.5 61.5
Max Q Clear Time (g_c+I1), s 11.9 38.4 10.3 19.1
Green Ext Time (p_c), s 3.5 0.0 0.1 4.0
Intersection Summary
HCM 7th Control Delay, s/veh 40.7
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

6.2-2
HCM 7th TWSC 7-Eleven TA (JN 16095)
2: Dwy. 1 & Primrose Dr. 07/10/2024
Cumulative (2045) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 3
Intersection
Int Delay, s/veh 1.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 239 2 48 287 2 49
Future Vol, veh/h 239 2 48 287 2 49
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 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 252 2 51 302 2 52
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 254 0 656 253
Stage 1 - - - - 253 -
Stage 2 - - - - 403 -
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 - - 1311 - 430 786
Stage 1 - - - - 789 -
Stage 2 - - - - 675 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1311 - 410 786
Mov Cap-2 Maneuver - - - - 410 -
Stage 1 - - - - 789 -
Stage 2 - - - - 644 -
Approach EB WB NB
HCM Control Delay, s/v 0 1.13 10.11

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 759 - - 258 -
HCM Lane V/C Ratio 0.071 - - 0.039 -
HCM Control Delay (s/veh) 10.1 - - 7.9 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.2 - - 0.1 -

6.2-3
Timings 7-Eleven TA (JN 16095)
3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Cumulative (2045) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL W BT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 70 47 158 57 253 1584 45 1494
Future Volume (vph) 70 47 158 57 253 1584 45 1494
Turn Type Prot NA Prot NA Prot NA Prot NA
P r o t e c t e d P h a s e s 74385216
Permitted Phases
D e t e c t o r P h a s e 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 33.6 9.6 33.6 9.6 22.4 9.6 22.4
Total Split (s) 15.2 33.6 17.2 35.6 24.3 58.6 10.6 44.9 Total Split (%) 12.7% 28.0% 14.3% 29.7% 20.3% 48.8% 8.8% 37.4% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.6 5.4 4.6 5.4
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 None None None
Act Effct Green (s) 8.3 14.3 12.3 20.6 18.9 54.2 5.8 38.9 Actuated g/C Ratio 0.08 0.14 0.12 0.20 0.18 0.52 0.06 0.37 v/c Ratio 0.53 0.65 0.79 0.31 0.83 0.67 0.47 0.84
Control Delay (s/veh) 61.7 25.1 72.8 28.4 63.9 21.2 66.7 35.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 61.7 25.1 72.8 28.4 63.9 21.2 66.7 35.5

L O S ECECECED
Approach Delay (s/veh) 34.0 54.8 26.8 36.3
Approach LOS CDCD
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 103.8
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay (s/veh): 32.9 Intersection LOS: C Intersection Capacity Utilization 81.1% ICU Level of Service D Analysis Period (min) 15
Splits and Phases: 3: Van Buren Bl. & Primrose Dr./Andrew St.

6.2-4
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 3: Van Buren Bl. & Primrose Dr./Andrew St. 07/10/2024
Cumulative (2045) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 70 47 170 158 57 51 253 1584 84 45 1494 25 Future Volume (veh/h) 70 47 170 158 57 51 253 1584 84 45 1494 25 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 74 49 179 166 60 54 266 1667 88 47 1573 26 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 95 59 214 197 203 183 298 2454 129 65 1880 31 Arrive On Green 0.05 0.17 0.17 0.11 0.22 0.22 0.17 0.49 0.49 0.04 0.36 0.36 Sat Flow, veh/h 1781 352 1287 1781 907 816 1781 4965 262 1781 5174 86 Grp Volume(v), veh/h 74 0 228 166 0 114 266 1142 613 47 1035 564 Grp Sat Flow(s),veh/h/ln 1781 0 1639 1781 0 1723 1781 1702 1823 1781 1702 1855 Q Serve(g_s), s 4.1 0.0 13.5 9.1 0.0 5.5 14.6 25.5 25.6 2.6 27.8 27.8 Cycle Q Clear(g_c), s 4.1 0.0 13.5 9.1 0.0 5.5 14.6 25.5 25.6 2.6 27.8 27.8 Prop In Lane 1.00 0.79 1.00 0.47 1.00 0.14 1.00 0.05
Lane Grp Cap(c), veh/h 95 0 273 197 0 385 298 1683 901 65 1237 674 V/C Ratio(X) 0.78 0.00 0.84 0.84 0.00 0.30 0.89 0.68 0.68 0.72 0.84 0.84 Avail Cap(c_a), veh/h 189 0 476 225 0 535 351 1813 971 107 1346 734 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 46.7 0.0 40.3 43.6 0.0 32.2 40.7 19.2 19.2 47.6 29.1 29.1 Incr Delay (d2), s/veh 5.0 0.0 6.7 19.8 0.0 0.4 19.7 0.9 1.8 5.6 4.5 7.9 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 2.0 0.0 5.9 5.1 0.0 2.4 7.8 9.4 10.3 1.2 11.4 13.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 51.7 0.0 47.0 63.3 0.0 32.7 60.4 20.2 21.0 53.2 33.6 37.0 L n G r p L O S D DE CECCDCD
Approach Vol, veh/h 302 280 2021 1646
Approach Delay, s/veh 48.2 50.9 25.7 35.3
Approach LOS DDCD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.2 54.8 15.7 21.2 21.3 41.7 9.9 26.9 Change Period (Y+Rc), s 4.6 5.4 4.6 4.6 4.6 5.4 4.6 4.6 Max Green Setting (Gmax), s 6.0 53.2 12.6 29.0 19.7 39.5 10.6 31.0 Max Q Clear Time (g_c+I1), s 4.6 27.6 11.1 15.5 16.6 29.8 6.1 7.5 Green Ext Time (p_c), s 0.0 13.8 0.0 1.2 0.1 6.5 0.0 0.6 Intersection Summary
HCM 7th Control Delay, s/veh 32.7
HCM 7th LOS C

6.2-5
HCM 7th TWSC 7-Eleven TA (JN 16095)
4: Van Buren Bl. & Dwy. 2 07/10/2024
Cumulative (2045) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 0.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 45 0 1921 1777 46
Future Vol, veh/h 0 45 0 1921 1777 46
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 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 47 0 2022 1871 48
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 959 - 0 - 0
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y - 7 . 1 4----
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y - 3 . 9 2----
Pot Cap-1 Maneuver 0 221 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 221 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s/v25.71 0 0

HCM LOS D
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 221 - -
HCM Lane V/C Ratio - 0.215 - -
HCM Control Delay (s/veh) - 25.7 - -
HCM Lane LOS - D - -
HCM 95th %tile Q(veh) - 0.8 - -

6.2-6
Timings 7-Eleven TA (JN 16095)
5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Cumulative (2045) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 7
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 514 0 634 900 1252 1215 586
Future Volume (vph) 514 0 634 900 1252 1215 586
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 1 6 2
Permitted Phases 4 2
D e t e c t o r P h a s e 4441622
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 10.0 10.0 9.5 35.5 37.5 37.5
Total Split (s) 43.0 43.0 43.0 46.0 87.0 41.0 41.0
Total Split (%) 33.1% 33.1% 33.1% 35.4% 66.9% 31.5% 31.5% Yellow Time (s) 4.0 4.0 4.0 3.5 4.5 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 4.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Min C-Min C-Min
Act Effct Green (s) 35.8 35.8 35.8 39.2 83.7 40.0 40.0
Actuated g/C Ratio 0.28 0.28 0.28 0.30 0.64 0.31 0.31
v/c Ratio 0.91 0.87 0.84 0.91 0.40 0.65 0.73
Control Delay (s/veh) 70.4 56.9 53.1 66.5 14.2 41.7 12.5 Queue Delay 0.6 0.3 0.0 49.0 0.6 0.0 0.0
Total Delay (s/veh) 70.9 57.3 53.1 115.5 14.8 41.7 12.5

LOS E E D F B D B
Approach Delay (s/veh) 60.7 56.9 32.2
Approach LOS E E C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow, Master Intersection Natural Cycle: 100
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay (s/veh): 49.0 Intersection LOS: D Intersection Capacity Utilization 95.2% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 5: Van Buren Bl. & SR-91 WB Ramps

6.2-7
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 5: Van Buren Bl. & SR-91 WB Ramps 07/10/2024
Cumulative (2045) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 514 0 634 900 1252 0 0 1215 586 Future Volume (veh/h) 0 0 0 514 0 634 900 1252 0 0 1215 586 I n i t i a l Q ( Q b ) , v e h 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 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 668 0 271 947 1318 0 0 1279 483
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 761 0 339 991 3602 0 0 2472 601
Arrive On Green 0.21 0.00 0.21 0.57 1.00 0.00 0.00 0.38 0.38 Sat Flow, veh/h 3563 0 1585 3456 5274 0 0 6696 1563
Grp Volume(v), veh/h 668 0 271 947 1318 0 0 1279 483
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1728 1702 0 0 1609 1563 Q Serve(g_s), s 23.6 0.0 21.1 33.6 0.0 0.0 0.0 19.9 35.8 Cycle Q Clear(g_c), s 23.6 0.0 21.1 33.6 0.0 0.0 0.0 19.9 35.8 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 761 0 339 991 3602 0 0 2472 601
V/C Ratio(X) 0.88 0.00 0.80 0.96 0.37 0.00 0.00 0.52 0.80 Avail Cap(c_a), veh/h 1041 0 463 1103 3602 0 0 2472 601 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 49.5 0.0 48.5 26.9 0.0 0.0 0.0 30.8 35.7 Incr Delay (d2), s/veh 6.1 0.0 6.0 16.4 0.3 0.0 0.0 0.8 11.0 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 10.8 0.0 8.7 11.4 0.1 0.0 0.0 7.7 15.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 55.5 0.0 54.5 43.3 0.3 0.0 0.0 31.5 46.6 LnGrp LOS E D D A C D
Approach Vol, veh/h 939 2265 1762
Approach Delay, s/veh 55.2 18.3 35.7
Approach LOS E B D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 41.8 55.4 32.8 97.2
Change Period (Y+Rc), s 4.5 5.5 5.0 5.5
Max Green Setting (Gmax), s 41.5 35.5 38.0 81.5
Max Q Clear Time (g_c+I1), s 35.6 37.8 25.6 2.0
Green Ext Time (p_c), s 1.7 0.0 2.2 9.9
Intersection Summary
HCM 7th Control Delay, s/veh 31.4
HCM 7th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

6.2-8
Timings 7-Eleven TA (JN 16095)
6: Van Buren Bl. & Indiana Av. 07/10/2024
Cumulative (2045) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL W BT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 517 444 572 73 187 105 1585 191 845 692 Future Volume (vph) 517 444 572 73 187 105 1585 191 845 692 Turn Type Prot NA pm+ov Prot NA Prot NA Prot NA pm+ov
P r o t e c t e d P h a s e s 7453852167
Permitted Phases 4 6
D e t e c t o r P h a s e 7453852167
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 10.0 9.5 9.5 49.0 9.5 29.5 9.5 32.0 9.5 Total Split (s) 19.0 52.3 20.0 16.7 50.0 20.0 45.0 16.0 41.0 19.0 Total Split (%) 14.6% 40.2% 15.4% 12.8% 38.5% 15.4% 34.6% 12.3% 31.5% 14.6% Yellow Time (s) 3.5 4.0 3.5 3.5 4.0 3.5 4.5 3.5 4.0 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 4.5 4.5 5.0 4.5 5.5 4.5 5.0 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min None Act Effct Green (s) 14.5 38.2 50.8 9.6 31.3 12.1 42.8 21.9 53.2 72.7 Actuated g/C Ratio 0.11 0.29 0.39 0.07 0.24 0.09 0.33 0.17 0.41 0.56 v/c Ratio 1.42 0.85 0.51 0.59 0.54 0.68 1.04 0.67 0.43 0.66 Control Delay (s/veh) 241.2 46.2 16.4 75.9 24.4 76.8 76.0 80.9 19.6 12.2 Queue Delay 4.2 0.3 0.0 0.0 0.8 0.0 3.8 0.0 0.1 2.3
Total Delay (s/veh) 245.4 46.5 16.4 75.9 25.3 76.8 79.8 80.9 19.7 14.5

LOS F D B E C E E F B B
Approach Delay (s/veh) 102.3 32.1 79.6 24.4
Approach LOS F C E C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.42
Intersection Signal Delay (s/veh): 64.0 Intersection LOS: E Intersection Capacity Utilization 89.5% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 6: Van Buren Bl. & Indiana Av.

6.2-9
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 6: Van Buren Bl. & Indiana Av. 07/10/2024
Cumulative (2045) With Project - AM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 517 444 572 73 187 285 105 1585 61 191 845 692 Future Volume (veh/h) 517 444 572 73 187 285 105 1585 61 191 845 692 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 544 467 209 77 197 224 111 1668 60 201 889 594 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 385 526 985 97 398 354 135 2153 77 158 2239 872 Arrive On Green 0.04 0.09 0.09 0.05 0.22 0.22 0.08 0.43 0.43 0.03 0.14 0.14 Sat Flow, veh/h 3456 1870 2754 1781 1777 1581 1781 5055 182 1781 5106 1585 Grp Volume(v), veh/h 544 467 209 77 197 224 111 1123 605 201 889 594 Grp Sat Flow(s),veh/h/ln 1728 1870 1377 1781 1777 1581 1781 1702 1833 1781 1702 1585 Q Serve(g_s), s 14.5 32.1 8.2 5.6 12.6 16.7 8.0 36.7 36.8 11.5 20.5 38.1 Cycle Q Clear(g_c), s 14.5 32.1 8.2 5.6 12.6 16.7 8.0 36.7 36.8 11.5 20.5 38.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 385 526 985 97 398 354 135 1450 780 158 2239 872 V/C Ratio(X) 1.41 0.89 0.21 0.79 0.49 0.63 0.82 0.77 0.78 1.28 0.40 0.68 Avail Cap(c_a), veh/h 385 681 1213 167 615 547 212 1450 780 158 2239 872 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.75 0.75 0.75 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.6 57.0 37.3 60.7 44.0 45.6 59.2 32.0 32.0 63.1 40.0 33.1 Incr Delay (d2), s/veh 196.4 8.3 0.1 5.3 0.7 1.4 6.9 4.1 7.4 164.0 0.5 4.3 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 17.2 17.3 2.9 2.6 5.5 6.6 3.8 15.2 17.1 12.7 9.5 17.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 259.0 65.3 37.3 66.0 44.7 47.0 66.1 36.1 39.4 227.1 40.5 37.4 LnGrp LOS F E D E D D E D D F D D
Approach Vol, veh/h 1220 498 1839 1684
Approach Delay, s/veh 146.9 49.0 39.0 61.7
Approach LOS F D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.0 60.9 11.6 41.5 14.4 62.5 19.0 34.1 Change Period (Y+Rc), s 4.5 5.5 4.5 5.0 4.5 * 5.5 4.5 5.0 Max Green Setting (Gmax), s 11.5 39.5 12.2 47.3 15.5 * 36 14.5 45.0 Max Q Clear Time (g_c+I1), s 13.5 38.8 7.6 34.1 10.0 40.1 16.5 18.7 Green Ext Time (p_c), s 0.0 0.6 0.0 2.4 0.1 0.0 0.0 2.0 Intersection Summary
HCM 7th Control Delay, s/veh 72.3
HCM 7th LOS E
Notes
User approved pedestrian interval to be less than phase max green. * HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

6.2-10
Timings 7-Eleven TA (JN 16095)
1: Indiana Av. & SR-91 EB Ramps 07/03/2024
Cumulative (2045) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 1
Lane Group EBL EBT WBT WBR SBL
Lane Configurations
Traffic Volume (vph) 169 668 622 439 1414
Future Volume (vph) 169 668 622 439 1414
Turn Type Prot NA NA pm+ov Prot
P r o t e c t e d P h a s e s 52644
Permitted Phases 6
D e t e c t o r P h a s e 52644
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 10.5 49.5 10.0 10.0
Total Split (s) 21.0 72.0 51.0 58.0 58.0
Total Split (%) 16.2% 55.4% 39.2% 44.6% 44.6%
Yellow Time (s) 3.5 4.5 4.5 4.0 4.0
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 5.5 5.5 5.0 5.0
Lead/Lag Lead Lag
Lead-Lag Optimize? Yes Yes
Recall Mode None C-Min C-Min None None
Act Effct Green (s) 15.7 57.4 37.3 99.8 62.1
Actuated g/C Ratio 0.12 0.44 0.29 0.77 0.48
v/c Ratio 0.81 0.44 0.63 0.36 0.89
Control Delay (s/veh) 82.9 25.9 47.8 1.1 39.1
Queue Delay 0.0 0.0 0.0 0.1 6.3
Total Delay (s/veh) 82.9 25.9 47.8 1.2 45.4

LOS F C D A D
Approach Delay (s/veh) 37.4 28.5 45.4
Approach LOS D C D
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay (s/veh): 38.0 Intersection LOS: D Intersection Capacity Utilization 99.4% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 1: Indiana Av. & SR-91 EB Ramps

6.2-11
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 1: Indiana Av. & SR-91 EB Ramps 07/03/2024
Cumulative (2045) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 169 668 622 439 1414 18
Future Volume (veh/h) 169 668 622 439 1414 18
I n i t i a l Q ( Q b ) , v e h 000000
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 172 682 635 343 1460 0
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 197 1818 1301 1212 1452 646
Arrive On Green 0.11 0.51 0.12 0.12 0.41 0.00
Sat Flow, veh/h 1781 3647 3647 1545 3563 1585
Grp Volume(v), veh/h 172 682 635 343 1460 0
Grp Sat Flow(s),veh/h/ln 1781 1777 1777 1545 1781 1585
Q Serve(g_s), s 12.4 15.1 21.7 9.8 53.0 0.0
Cycle Q Clear(g_c), s 12.4 15.1 21.7 9.8 53.0 0.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 197 1818 1301 1212 1452 646
V/C Ratio(X) 0.87 0.38 0.49 0.28 1.01 0.00
Avail Cap(c_a), veh/h 226 1818 1301 1212 1452 646
HCM Platoon Ratio 1.00 1.00 0.33 0.33 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.69 0.69 1.00 0.00
Uniform Delay (d), s/veh 56.9 19.2 45.8 6.1 38.5 0.0
Incr Delay (d2), s/veh 25.7 0.6 0.9 0.4 24.9 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.9 6.2 10.5 11.5 26.8 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 82.6 19.8 46.7 6.5 63.4 0.0
LnGrp LOS F B D A F
Approach Vol, veh/h 854 978 1460
Approach Delay, s/veh 32.4 32.6 63.4
Approach LOS C C E
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 72.0 58.0 18.9 53.1
Change Period (Y+Rc), s 5.5 5.0 4.5 5.5
Max Green Setting (Gmax), s 66.5 53.0 16.5 45.5
Max Q Clear Time (g_c+I1), s 17.1 55.0 14.4 23.7
Green Ext Time (p_c), s 4.0 0.0 0.1 4.3
Intersection Summary
HCM 7th Control Delay, s/veh 46.2
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

6.2-12
HCM 7th TWSC 7-Eleven TA (JN 16095)
2: Dwy. 1 & Primrose Dr. 07/03/2024
Cumulative (2045) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 3
Intersection
Int Delay, s/veh 1.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 322 3 56 442 3 57
Future Vol, veh/h 322 3 56 442 3 57
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 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 339 3 59 465 3 60
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 342 0 924 341
Stage 1 - - - - 341 -
Stage 2 - - - - 583 -
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 - - 1217 - 299 702
Stage 1 - - - - 720 -
Stage 2 - - - - 558 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1217 - 280 702
Mov Cap-2 Maneuver - - - - 280 -
Stage 1 - - - - 720 -
Stage 2 - - - - 521 -
Approach EB WB NB
HCM Control Delay, s/v 0 0.91 11.11

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 653 - - 202 -
HCM Lane V/C Ratio 0.097 - - 0.048 -
HCM Control Delay (s/veh) 11.1 - - 8.1 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.3 - - 0.2 -

6.2-13
Timings 7-Eleven TA (JN 16095)
3: Van Buren Bl. & Primrose Dr./Andrew St. 07/03/2024
Cumulative (2045) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 4
Lane Group EBL EBT WBL W BT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 84 48 132 46 418 1422 57 1686
Future Volume (vph) 84 48 132 46 418 1422 57 1686
Turn Type Prot NA Prot NA Prot NA Prot NA
P r o t e c t e d P h a s e s 74385216
Permitted Phases
D e t e c t o r P h a s e 74385216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 10.0 5.0 10.0 Minimum Split (s) 9.6 33.6 9.6 33.6 9.6 22.4 9.6 22.4
Total Split (s) 11.8 33.6 13.0 34.8 30.0 59.3 14.1 43.4 Total Split (%) 9.8% 28.0% 10.8% 29.0% 25.0% 49.4% 11.8% 36.2% Yellow Time (s) 3.6 3.6 3.6 3.6 3.6 4.4 3.6 4.4
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.6 4.6 4.6 4.6 4.6 5.4 4.6 5.4
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 None None None
Act Effct Green (s) 10.6 15.0 8.4 16.0 25.5 58.2 7.5 38.2 Actuated g/C Ratio 0.10 0.14 0.08 0.15 0.24 0.55 0.07 0.36 v/c Ratio 0.49 0.74 0.95 0.32 1.00 0.56 0.46 0.96
Control Delay (s/veh) 59.9 25.4 115.0 26.0 84.5 18.4 61.2 47.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 59.9 25.4 115.0 26.0 84.5 18.4 61.2 47.1

L O S ECFCFBED
Approach Delay (s/veh) 33.1 78.6 32.6 47.5
Approach LOS C E C D
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 106.4
Natural Cycle: 120
Control Type: Actuated-Uncoordinated
Maximum v/c Ratio: 1.00
Intersection Signal Delay (s/veh): 41.2 Intersection LOS: D Intersection Capacity Utilization 98.4% ICU Level of Service F Analysis Period (min) 15
Splits and Phases: 3: Van Buren Bl. & Primrose Dr./Andrew St.

6.2-14
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 3: Van Buren Bl. & Primrose Dr./Andrew St. 07/03/2024
Cumulative (2045) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 84 48 247 132 46 46 418 1422 103 57 1686 35 Future Volume (veh/h) 84 48 247 132 46 46 418 1422 103 57 1686 35 I n i t i a l Q ( Q b ) , v e h 000000000000
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 0.98 1.00 1.00 1.00 0.98 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 85 48 188 133 46 31 422 1436 86 58 1703 35 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 108 58 229 135 198 134 410 2620 157 75 1770 36 Arrive On Green 0.06 0.18 0.18 0.08 0.19 0.19 0.23 0.53 0.53 0.04 0.34 0.34 Sat Flow, veh/h 1781 331 1298 1781 1033 696 1781 4925 295 1781 5147 106 Grp Volume(v), veh/h 85 0 236 133 0 77 422 992 530 58 1126 612 Grp Sat Flow(s),veh/h/ln 1781 0 1629 1781 0 1729 1781 1702 1816 1781 1702 1848 Q Serve(g_s), s 5.2 0.0 15.4 8.2 0.0 4.2 25.4 21.3 21.3 3.6 35.8 35.9 Cycle Q Clear(g_c), s 5.2 0.0 15.4 8.2 0.0 4.2 25.4 21.3 21.3 3.6 35.8 35.9 Prop In Lane 1.00 0.80 1.00 0.40 1.00 0.16 1.00 0.06
Lane Grp Cap(c), veh/h 108 0 287 135 0 332 410 1811 966 75 1171 636 V/C Ratio(X) 0.79 0.00 0.82 0.98 0.00 0.23 1.03 0.55 0.55 0.78 0.96 0.96 Avail Cap(c_a), veh/h 116 0 428 135 0 473 410 1811 966 153 1171 636 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 51.2 0.0 43.8 50.9 0.0 37.7 42.5 17.1 17.1 52.4 35.5 35.5 Incr Delay (d2), s/veh 25.2 0.0 7.8 71.3 0.0 0.4 52.4 0.4 0.7 6.3 17.9 26.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 0.0 6.9 6.4 0.0 1.8 16.8 7.8 8.4 1.7 17.0 20.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 76.4 0.0 51.7 122.3 0.0 38.1 94.9 17.4 17.7 58.7 53.4 62.1 LnGrp LOS E D F D F B B E D E
Approach Vol, veh/h 321 210 1944 1796
Approach Delay, s/veh 58.2 91.4 34.3 56.5
Approach LOS E F C E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.2 64.1 13.0 24.1 30.0 43.4 11.3 25.8 Change Period (Y+Rc), s 4.6 5.4 4.6 4.6 4.6 5.4 4.6 4.6 Max Green Setting (Gmax), s 9.5 53.9 8.4 29.0 25.4 38.0 7.2 30.2 Max Q Clear Time (g_c+I1), s 5.6 23.3 10.2 17.4 27.4 37.9 7.2 6.2 Green Ext Time (p_c), s 0.0 12.5 0.0 1.1 0.0 0.1 0.0 0.4 Intersection Summary
HCM 7th Control Delay, s/veh 48.3
HCM 7th LOS D

6.2-15
HCM 7th TWSC 7-Eleven TA (JN 16095)
4: Van Buren Bl. & Dwy. 2 07/03/2024
Cumulative (2045) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 6
Intersection
Int Delay, s/veh 0.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 51 0 1943 2015 52
Future Vol, veh/h 0 51 0 1943 2015 52
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 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 54 0 2045 2121 55
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 1088 - 0 - 0
Stage 1 - -----
Stage 2 - -----
C r i t i c a l H d w y - 7 . 1 4----
C r i t i c a l H d w y S t g 1 ------
C r i t i c a l H d w y S t g 2 ------
F o l l o w - u p H d w y - 3 . 9 2----
Pot Cap-1 Maneuver 0 181 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 181 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s/v33.03 0 0

HCM LOS D
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 181 - -
HCM Lane V/C Ratio - 0.296 - -
HCM Control Delay (s/veh) - 33 - -
HCM Lane LOS - D - -
HCM 95th %tile Q(veh) - 1.2 - -

6.2-16
Timings 7-Eleven TA (JN 16095)
5: Van Buren Bl. & SR-91 WB Ramps 07/03/2024
Cumulative (2045) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 7
Lane Group WBL WBT WBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (vph) 564 0 666 698 1221 1516 499
Future Volume (vph) 564 0 666 698 1221 1516 499
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 1 6 2
Permitted Phases 4 2
D e t e c t o r P h a s e 4441622
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 10.0 10.0 10.0 9.5 35.5 37.5 37.5
Total Split (s) 49.0 49.0 49.0 39.0 81.0 42.0 42.0
Total Split (%) 37.7% 37.7% 37.7% 30.0% 62.3% 32.3% 32.3% Yellow Time (s) 4.0 4.0 4.0 3.5 4.5 4.5 4.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 5.0 5.0 5.0 4.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Min C-Min C-Min
Act Effct Green (s) 40.0 40.0 40.0 31.4 79.5 43.6 43.6
Actuated g/C Ratio 0.31 0.31 0.31 0.24 0.61 0.34 0.34
v/c Ratio 0.87 0.86 0.82 0.89 0.41 0.74 0.60
Control Delay (s/veh) 60.5 53.0 49.5 62.0 20.0 42.1 6.3 Queue Delay 0.5 0.5 0.0 9.7 0.7 0.0 0.0
Total Delay (s/veh) 61.1 53.5 49.5 71.7 20.6 42.2 6.3

LOS E D D E C D A
Approach Delay (s/veh) 54.8 39.2 33.3
Approach LOS D D C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Yellow, Master Intersection Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.89
Intersection Signal Delay (s/veh): 40.6 Intersection LOS: D Intersection Capacity Utilization 85.9% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 5: Van Buren Bl. & SR-91 WB Ramps

6.2-17
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 5: Van Buren Bl. & SR-91 WB Ramps 07/03/2024
Cumulative (2045) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 564 0 666 698 1221 0 0 1516 499 Future Volume (veh/h) 0 0 0 564 0 666 698 1221 0 0 1516 499 I n i t i a l Q ( Q b ) , v e h 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 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 731 0 293 735 1285 0 0 1596 410
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 832 0 370 785 3502 0 0 2728 671
Arrive On Green 0.23 0.00 0.23 0.45 1.00 0.00 0.00 0.42 0.42 Sat Flow, veh/h 3563 0 1585 3456 5274 0 0 6696 1583
Grp Volume(v), veh/h 731 0 293 735 1285 0 0 1596 410
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1728 1702 0 0 1609 1583 Q Serve(g_s), s 25.7 0.0 22.6 26.3 0.0 0.0 0.0 24.7 26.2 Cycle Q Clear(g_c), s 25.7 0.0 22.6 26.3 0.0 0.0 0.0 24.7 26.2 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 832 0 370 785 3502 0 0 2728 671
V/C Ratio(X) 0.88 0.00 0.79 0.94 0.37 0.00 0.00 0.59 0.61 Avail Cap(c_a), veh/h 1206 0 536 917 3502 0 0 2728 671
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 48.1 0.0 46.9 34.6 0.0 0.0 0.0 28.7 29.1 Incr Delay (d2), s/veh 4.9 0.0 4.2 14.8 0.3 0.0 0.0 0.9 4.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.7 0.0 9.1 9.9 0.1 0.0 0.0 9.4 10.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.0 0.0 51.1 49.4 0.3 0.0 0.0 29.6 33.2 LnGrp LOS D D D A C C
Approach Vol, veh/h 1024 2020 2006
Approach Delay, s/veh 52.4 18.1 30.3
Approach LOS D B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 34.0 60.6 35.3 94.7
Change Period (Y+Rc), s 4.5 5.5 5.0 5.5
Max Green Setting (Gmax), s 34.5 36.5 44.0 75.5
Max Q Clear Time (g_c+I1), s 28.3 28.2 27.7 2.0
Green Ext Time (p_c), s 1.3 5.9 2.6 9.5
Intersection Summary
HCM 7th Control Delay, s/veh 29.9
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

6.2-18
Timings 7-Eleven TA (JN 16095)
6: Van Buren Bl. & Indiana Av. 07/03/2024
Cumulative (2045) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 9
Lane Group EBL EBT EBR WBL W BT NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 608 590 884 76 231 94 1199 237 1107 736 Future Volume (vph) 608 590 884 76 231 94 1199 237 1107 736 Turn Type Prot NA pm+ov Prot NA Prot NA Prot NA pm+ov
P r o t e c t e d P h a s e s 7453852167
Permitted Phases 4 6
D e t e c t o r P h a s e 7453852167
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 10.0 9.5 9.5 49.0 9.5 29.5 9.5 32.0 9.5 Total Split (s) 24.0 59.6 15.6 13.4 49.0 15.6 38.0 19.0 41.4 24.0 Total Split (%) 18.5% 45.8% 12.0% 10.3% 37.7% 12.0% 29.2% 14.6% 31.8% 18.5% Yellow Time (s) 3.5 4.0 3.5 3.5 4.0 3.5 4.5 3.5 4.0 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.0 4.5 4.5 5.0 4.5 5.5 4.5 5.0 4.5 Lead/Lag Lead Lag Lead Lead Lag Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min None C-Min None Act Effct Green (s) 19.5 48.2 63.6 8.3 37.0 10.4 32.5 21.5 44.1 64.1 Actuated g/C Ratio 0.15 0.37 0.49 0.06 0.28 0.08 0.25 0.17 0.34 0.49 v/c Ratio 1.25 0.90 0.66 0.71 0.42 0.70 1.06 0.85 0.68 0.80 Control Delay (s/veh) 168.1 47.2 13.9 90.7 22.3 83.1 89.9 90.8 25.5 16.3 Queue Delay 0.5 7.0 0.6 0.0 0.4 0.0 0.0 0.0 0.3 2.8
Total Delay (s/veh) 168.5 54.2 14.5 90.7 22.6 83.1 89.9 90.8 25.8 19.1

L O S FDBFCFFFCB
Approach Delay (s/veh) 70.7 32.9 89.5 30.8
Approach LOS E C F C
Intersection Summary
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 120
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 1.25
Intersection Signal Delay (s/veh): 58.1 Intersection LOS: E Intersection Capacity Utilization 89.5% ICU Level of Service E Analysis Period (min) 15
Splits and Phases: 6: Van Buren Bl. & Indiana Av.

6.2-19
HCM 7th Signalized Intersection Summary 7-Eleven TA (JN 16095) 6: Van Buren Bl. & Indiana Av. 07/03/2024
Cumulative (2045) With Project - PM Peak Hour Synchro 12 Report Urban Crossroads, Inc. Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 608 590 884 76 231 195 94 1199 76 237 1107 736 Future Volume (veh/h) 608 590 884 76 231 195 94 1199 76 237 1107 736 I n i t i a l Q ( Q b ) , v e h 000000000000
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 1.00 1.00 1.00 1.00 0.97 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 640 621 611 80 243 177 99 1262 74 249 1165 586 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 P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 518 696 1229 101 556 389 122 1525 89 199 1801 796 Arrive On Green 0.05 0.12 0.12 0.06 0.28 0.28 0.07 0.31 0.31 0.04 0.12 0.12 Sat Flow, veh/h 3456 1870 2790 1781 1994 1395 1781 4924 289 1781 5106 1584 Grp Volume(v), veh/h 640 621 611 80 215 205 99 872 464 249 1165 586 Grp Sat Flow(s),veh/h/ln 1728 1870 1395 1781 1777 1612 1781 1702 1809 1781 1702 1584 Q Serve(g_s), s 19.5 42.5 24.0 5.8 12.9 13.6 7.1 30.9 30.9 14.5 28.3 37.2 Cycle Q Clear(g_c), s 19.5 42.5 24.0 5.8 12.9 13.6 7.1 30.9 30.9 14.5 28.3 37.2 Prop In Lane 1.00 1.00 1.00 0.87 1.00 0.16 1.00 1.00
Lane Grp Cap(c), veh/h 518 696 1229 101 495 450 122 1054 560 199 1801 796 V/C Ratio(X) 1.23 0.89 0.50 0.80 0.43 0.46 0.81 0.83 0.83 1.25 0.65 0.74 Avail Cap(c_a), veh/h 518 786 1362 122 601 546 152 1054 560 199 1801 796 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.59 0.59 0.59 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 61.8 54.4 37.8 60.6 38.5 38.7 59.7 41.7 41.7 62.6 49.7 34.6 Incr Delay (d2), s/veh 115.5 7.1 0.1 20.8 0.4 0.5 18.8 7.5 13.2 148.4 1.8 6.0 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 17.4 22.7 9.0 3.2 5.6 5.4 3.8 13.6 15.4 15.1 13.2 17.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 177.2 61.5 37.9 81.4 38.9 39.3 78.5 49.1 54.9 211.0 51.5 40.6 LnGrp LOS F E D F D D E D D F D D
Approach Vol, veh/h 1872 500 1435 2000
Approach Delay, s/veh 93.4 45.9 53.0 68.2
Approach LOS F D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.0 45.8 11.8 53.4 13.4 51.4 24.0 41.2 Change Period (Y+Rc), s 4.5 5.5 4.5 5.0 4.5 * 5.5 4.5 5.0 Max Green Setting (Gmax), s 14.5 32.5 8.9 54.6 11.1 * 36 19.5 44.0 Max Q Clear Time (g_c+I1), s 16.5 32.9 7.8 44.5 9.1 39.2 21.5 15.6 Green Ext Time (p_c), s 0.0 0.0 0.0 3.9 0.0 0.0 0.0 2.0 Intersection Summary
HCM 7th Control Delay, s/veh 70.6
HCM 7th LOS E
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

6.2-20
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
APPENDIX 6.3: CUMULATIVE (2045) WITH PROJECT CONDITIONS

TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS
Van Buren 7-Eleven Traffic Analysis

16095-04 TA Report
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California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
___ ___ ___ ___ TRAFFIC CONDITIONS

DIST CO RTE PM CALC DATE
Jurisdiction: City of Riverside CHK DATE
Major Street: Primrose Dr. Critical Approach Speed (Major) 25 mph Minor Street: Driveway 1 Critical Approach Speed (Minor) 25 mph Major Street Approach Lanes = 2 lane Minor Street Approach Lanes 1 lane Major Street Future ADT = 12,161 vpd Minor Street Future ADT = 846 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 + 12,161 1 846 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 + 12,161 1 846 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
35% 70%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes.

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

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

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

XX EADT
2045 WP
RV 07/10/24
RV 07/10/24

6.3-1
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6.3-2