Agenda packet — Lake Elsinore City Council, January 13, 2026 (part 6 of 10)

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Study Methodology
Intersection Level of Service calculations will be based on the Highway Capacity Manual (7th Edition) and will be conducted using the Synchro 12 software. Intersection analysis parameters will be based on the assumptions and values presented in the City’s Traffic Impact Analysis Guidelines.

Project Trip Generation
Peak hour trips for the proposed project were calculated using the trip generation rates published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. Trip rates are based on the following ITE Land Use Category:
• LU 944 – Gasoline/Service Station
It is recognized that not all inbound and outbound trips to the proposed project will be “new” trips on the roadway system in the vicinity of the project site. Some trips to the project site will consist of “pass-by” trips -- motorists who are already traveling on the surrounding roadways from one place to another. Common pass-by trips for a gas station would be individuals who stop at the project site on the way to work, home, or school. In this instance, pass-by trips would also encompass diverted link trips, where vehicles traveling on I-15 exit to make a stop at the fuel station, and enter back on to I-15 once fueling is complete.

Based on the latest version of the ITE Trip Generation Manual, 11th Edition, a pass-by rate of 63% in the morning peak hour and 57% in the evening peak hour were applied to the trips for the proposed land use. Since the Trip Generation Manual does not provide pass-by rates for daily trip generation, the average of the AM and the PM pass-by trip rate of 60% was applied.

The resulting trip rates and the project trip generation estimates are shown on Table 2. The project is estimated to generate approximately 76 trips in the morning peak hour (38 inbound, 38 outbound) and 120 trips in the evening peak hour (60 inbound, 60 outbound).

Study Intersections
The following study intersections are proposed, and are shown on Figure 4:

1. Central Avenue and Cambern Avenue

2. Central Avenue and Dexter Avenue

3. Central Avenue and I-15 Northbound On/Off-ramps

4. Central Avenue and I-15 Southbound On/Off-ramps
D1. Central Avenue and Driveway 1
D2. Cambern Avenue and Driveway 2
D3. Cambern Avenue and Driveway 3
D4. Dexter Avenue and Driveway 4
Kimley-Horn is aware of the impending I-15 and Central Avenue interchange improvement project, and will work with City staff to incorporate into the analysis as needed.

TABLE 2

SUMMARY OF PROJECT TRIP GENERATION

LAKE ELSINORE WALMART FUEL STATION
Trip Generation Rates 1
ITE AM Peak Hour PM Peak Hour
Land Use Code Unit Daily In Out Total In Out Total
Gasoline/Service Station 944 Fueling Position 172.01 5.14 5.14 10.28 6.955 6.955 13.91 Trip Generation Estimates
AM Peak Hour PM Peak Hour
Land Use Quantity Unit Daily In Out Total In Out Total
Gasoline/Service Station 20 Fueling Position 3,440 103 103 206 139 139 278 Pass-by/Diverted Link Trips (60% Daily, 63% AM, 57% PM) 1,2 -2,064 -65 -65 -130 -79 -79 -158 Net Trips 1,376 38 38 76 60 60 120
Total Project Trips 1,376 38 38 76 60 60 120
1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition 2 Note: The Trip Generation Manual does not provide pass-by rates for daily trip generation. The daily pass-by trip percentage shown is the average of the AM and the PM pass-by trip percentages.

Lake Elsinore Walmart 2077 Fuel Station
Scoping Agreement - 7 -
Kimley-Horn and Associates, Inc.

April 2025
LEGEND:Trip Distribution
Percentage XX% Study Intersection Pass-by/Diverted Link Trip Distribution Percentage ( XX% ) 4

Page 9 ends

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Existing Traffic Counts
Existing traffic volumes will be collected and analyzed for each of the study intersections during weekday morning (7am-9am) and evening (4pm-6pm) peak hours.

Project Trip Distribution
Project trip distribution assumptions are shown on Figure 4.

On-Site Queueing, Circulation, Site Access, and Parking Project traffic will be analyzed for on-site circulation, site access, and fuel station queueing to determine if project traffic impacts any access points during peak study periods. The project’s proposed parking will also be evaluated.

Safety and Operational Analysis
The study will review the need for additional turn lanes and/or excessive queueing at the study intersections from the project or cumulative projects traffic. Furthermore, I-15 off-ramp queueing will be analyzed at study intersections #3 and #4.

Traffic Signal Warrant Analysis
A peak hour traffic signal warrant analysis at unsignalized study intersections will be conducted as part of the traffic study.

VMT Screening
With the passage of Senate Bill (SB) 743 by the California Legislature in September 2013, VMT has become an important indicator for determining if a new development will result in a “significant transportation impact” as required by the California Environmental Quality Act (CEQA). Under SB 743, the state Office of Planning and Research (OPR) was charged with developing new guidelines for evaluating transportation impacts under CEQA in order to replace methods measuring automobile delay and Level of Service. In response to this mandate, the Office of Planning and Research proposed, and the California Natural Resources Agency adopted CEQA Guidelines Section 15064.3, which indicates that VMT exceeding an applicable threshold of significance is the most appropriate measure for evaluating a project’s transportation impacts.

Section 15064.3 goes on to clarify that except for projects regarding roadway capacity, “…a project’s effect on automobile delay does not constitute a significant environmental impact.” The OPR further elaborates on VMT metrics within the Technical Advisory on Evaluating Transportation Impacts in CEQA document, published in December 2018. Subsequently, the City of Lake Elsinore, via the Traffic Impact Analysis Preparation Guide (June 2020) has established VMT screening thresholds of significance for projects within the City.

Page 10 ends

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 The City’s VMT guidelines provide details on appropriate screening thresholds that can be used to identify when a proposed land use project is anticipated to result in a less-than-significant impact without conducting a more detailed analysis. The City’s screening criteria are as follows:

1. Transit Priority Area (TPA) Screening

2. Low VMT Area Screening

3. Project Type Screening
Transit Priority Area (TPA) Screening
High quality transit provides a viable option for many to replace automobile trips transit trips resulting in an overall reduction in VMT. Projects may be presumed to cause a less-thansignificant impact if they are located within a ½ mile of an existing major transit stop; and maintains a service interval frequency of 15 minutes or less during the morning and afternoon peak commute periods. The project is not located near an existing major transit stop and therefore does not meet the Projects near High Quality Transit Screening criteria.

The Projects near High Quality Transit Screening threshold is not met.

Low VMT Area Screening
A project located within a low VMT generating area as determined by the City’s guidelines and the Western Riverside Council of Governments (WRCOG) VMT Screening Tool would be considered to have a less-than-significant transportation impact. Based on the WRCOG VMT Screening Tool results (see Attachment 1), the proposed project is not located within a low VMT area (0% below City Baseline). Therefore, the project does not meet the Map-Based Screening criteria.

The Map-Based Screening threshold is not met.

Project Type Screening
Retail projects less than 50,000 square feet may be presumed to cause a less-than-significant impact if the project is local-serving as determined by the Transportation Department. Since the project will involve the construction of Local-serving gas station; therefore, the project would be screened out based on project type.

The Project Type Screening threshold is met.

In accordance with the Technical Advisory and with City of Lake Elsinore’s Guidelines, it is appropriate that the proposed project be presumed to result in a less-than-significant VMT impact and support the goals of SB 743. No further VMT assessment is anticipated.

Page 11 ends

kimley-horn.com 1100 W Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 APPROVED:

By:
_____ .

Paul Fizer, PE
City of Lake Elsinore

APPENDIX B

TRAFFIC COUNT WORKSHEETS
File Name : 01_LKE_Cen_Cam AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Central Avenue
E/W: Cambern Avenue
Weather: Clear
Groups Printed- Total Volume
Central Avenue
Southbound
Cambern Avenue
Westbound
Central Avenue
Northbound
Cambern 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 07:00 AM 16 294 8 318 15 6 7 28 12 204 3 219 9 2 7 18 583 07:15 AM 16 339 14 369 8 8 18 34 9 231 1 241 18 3 9 30 674 07:30 AM 24 371 12 407 15 6 10 31 10 180 44 234 14 12 12 38 710 07:45 AM 22 402 30 454 22 13 12 47 18 189 3 210 23 4 9 36 747 Total 78 1406 64 1548 60 33 47 140 49 804 51 904 64 21 37 122 2714 08:00 AM 22 341 42 405 31 29 17 77 30 147 81 258 35 11 17 63 803 08:15 AM 23 242 22 287 18 21 16 55 38 235 14 287 24 19 27 70 699 08:30 AM 19 294 16 329 12 6 7 25 40 214 10 264 31 15 18 64 682 08:45 AM 31 235 17 283 23 13 15 51 22 137 24 183 31 13 13 57 574 Total 95 1112 97 1304 84 69 55 208 130 733 129 992 121 58 75 254 2758 Grand Total 173 2518 161 2852 144 102 102 348 179 1537 180 1896 185 79 112 376 5472 Apprch % 6.1 88.3 5.6 41.4 29.3 29.3 9.4 81.1 9.5 49.2 21 29.8 Total % 3.2 46 2.9 52.1 2.6 1.9 1.9 6.4 3.3 28.1 3.3 34.6 3.4 1.4 2 6.9 Central Avenue
Southbound
Cambern Avenue
Westbound
Central Avenue
Northbound
Cambern 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 24 371 12 407 15 6 10 31 10 180 44 234 14 12 12 38 710 07:45 AM 22 402 30 454 22 13 12 47 18 189 3 210 23 4 9 36 747 08:00 AM 22 341 42 405 31 29 17 77 30 147 81 258 35 11 17 63 803 08:15 AM 23 242 22 287 18 21 16 55 38 235 14 287 24 19 27 70 699 Total Volume 91 1356 106 1553 86 69 55 210 96 751 142 989 96 46 65 207 2959 % App. Total 5.9 87.3 6.8 41 32.9 26.2 9.7 75.9 14.4 46.4 22.2 31.4 PHF .948 .843 .631 .855 .694 .595 .809 .682 .632 .799 .438 .861 .686 .605 .602 .739 .921 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_LKE_Cen_Cam AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Central Avenue
E/W: Cambern Avenue
Weather: Clear
Central Avenue
Cambern Avenue
Cambern Avenue
Central Avenue
Right
106
Thru
1356
Left
91 Out In Total
902 1553 2455
Right
55 Thru
69 Left
86 Out Total In
279 210 489
Left
96 Thru
751
Right
142
Out In Total
1507 989 2496
Left
96 Thru
46 Right
65 Total Out In
271 207 478
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:
07:15 AM 07:30 AM 07:45 AM 08:00 AM
+0 mins. 16 339 14 369 15 6 10 31 18 189 3 210 35 11 17 63 +15 mins. 24 371 12 407 22 13 12 47 30 147 81 258 24 19 27 70 +30 mins. 22 402 30 454 31 29 17 77 38 235 14 287 31 15 18 64 +45 mins. 22 341 42 405 18 21 16 55 40 214 10 264 31 13 13 57 Total Volume 84 1453 98 1635 86 69 55 210 126 785 108 1019 121 58 75 254 % App. Total 5.1 88.9 6 41 32.9 26.2 12.4 77 10.6 47.6 22.8 29.5 PHF .875 .904 .583 .900 .694 .595 .809 .682 .788 .835 .333 .888 .864 .763 .694 .907 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_LKE_Cen_Cam PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Central Avenue
E/W: Cambern Avenue
Weather: Clear
Groups Printed- Total Volume
Central Avenue
Southbound
Cambern Avenue
Westbound
Central Avenue
Northbound
Cambern 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 04:00 PM 36 284 53 373 27 22 48 97 21 339 14 374 79 31 17 127 971 04:15 PM 48 280 28 356 20 32 60 112 22 331 14 367 79 32 20 131 966 04:30 PM 33 268 35 336 20 28 54 102 30 324 19 373 62 38 12 112 923 04:45 PM 41 261 33 335 18 28 64 110 21 300 14 335 68 31 20 119 899 Total 158 1093 149 1400 85 110 226 421 94 1294 61 1449 288 132 69 489 3759 05:00 PM 46 277 62 385 19 38 43 100 18 339 28 385 70 26 12 108 978 05:15 PM 36 231 35 302 17 29 51 97 27 315 18 360 47 29 10 86 845 05:30 PM 29 218 42 289 33 27 38 98 39 333 12 384 50 28 19 97 868 05:45 PM 32 232 40 304 18 19 36 73 42 342 15 399 63 26 13 102 878 Total 143 958 179 1280 87 113 168 368 126 1329 73 1528 230 109 54 393 3569 Grand Total 301 2051 328 2680 172 223 394 789 220 2623 134 2977 518 241 123 882 7328 Apprch % 11.2 76.5 12.2 21.8 28.3 49.9 7.4 88.1 4.5 58.7 27.3 13.9 Total % 4.1 28 4.5 36.6 2.3 3 5.4 10.8 3 35.8 1.8 40.6 7.1 3.3 1.7 12 Central Avenue
Southbound
Cambern Avenue
Westbound
Central Avenue
Northbound
Cambern 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 04:15 PM
04:15 PM 48 280 28 356 20 32 60 112 22 331 14 367 79 32 20 131 966 04:30 PM 33 268 35 336 20 28 54 102 30 324 19 373 62 38 12 112 923 04:45 PM 41 261 33 335 18 28 64 110 21 300 14 335 68 31 20 119 899 05:00 PM 46 277 62 385 19 38 43 100 18 339 28 385 70 26 12 108 978 Total Volume 168 1086 158 1412 77 126 221 424 91 1294 75 1460 279 127 64 470 3766 % App. Total 11.9 76.9 11.2 18.2 29.7 52.1 6.2 88.6 5.1 59.4 27 13.6 PHF .875 .970 .637 .917 .963 .829 .863 .946 .758 .954 .670 .948 .883 .836 .800 .897 .963 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 01_LKE_Cen_Cam PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Central Avenue
E/W: Cambern Avenue
Weather: Clear
Central Avenue
Cambern Avenue
Cambern Avenue
Central Avenue
Right
158
Thru
1086
Left
168
Out In Total
1794 1412 3206
Right
221
Thru
126
Left
77 Out Total In
370 424 794
Left
91 Thru
1294
Right
75 Out In Total
1227 1460 2687
Left
279
Thru
127
Right
64 Total Out In
375 470 845
Peak Hour Begins at 04:15 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:
04:15 PM 04:15 PM 05:00 PM 04:00 PM
+0 mins. 48 280 28 356 20 32 60 112 18 339 28 385 79 31 17 127 +15 mins. 33 268 35 336 20 28 54 102 27 315 18 360 79 32 20 131 +30 mins. 41 261 33 335 18 28 64 110 39 333 12 384 62 38 12 112 +45 mins. 46 277 62 385 19 38 43 100 42 342 15 399 68 31 20 119 Total Volume 168 1086 158 1412 77 126 221 424 126 1329 73 1528 288 132 69 489 % App. Total 11.9 76.9 11.2 18.2 29.7 52.1 8.2 87 4.8 58.9 27 14.1 PHF .875 .970 .637 .917 .963 .829 .863 .946 .750 .971 .652 .957 .911 .868 .863 .933 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_LKE_Cen_Dex AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Central Avenue
E/W: Dexter Avenue
Weather: Clear
Groups Printed- Total Volume
Central Avenue
Southbound
Dexter Avenue
Westbound
Central Avenue
Northbound
Dexter 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 07:00 AM 18 283 18 319 34 10 16 60 57 209 27 293 6 5 41 52 724 07:15 AM 15 329 13 357 24 19 5 48 60 225 18 303 14 5 46 65 773 07:30 AM 14 325 13 352 34 26 6 66 61 213 29 303 13 12 52 77 798 07:45 AM 11 354 34 399 34 48 7 89 89 228 31 348 7 19 72 98 934 Total 58 1291 78 1427 126 103 34 263 267 875 105 1247 40 41 211 292 3229 08:00 AM 11 347 45 403 29 82 3 114 108 236 37 381 21 25 118 164 1062 08:15 AM 19 266 17 302 32 58 3 93 93 286 36 415 26 51 143 220 1030 08:30 AM 13 301 21 335 36 24 7 67 61 237 36 334 14 28 101 143 879 08:45 AM 16 278 17 311 37 26 9 72 61 218 43 322 11 17 41 69 774 Total 59 1192 100 1351 134 190 22 346 323 977 152 1452 72 121 403 596 3745 Grand Total 117 2483 178 2778 260 293 56 609 590 1852 257 2699 112 162 614 888 6974 Apprch % 4.2 89.4 6.4 42.7 48.1 9.2 21.9 68.6 9.5 12.6 18.2 69.1 Total % 1.7 35.6 2.6 39.8 3.7 4.2 0.8 8.7 8.5 26.6 3.7 38.7 1.6 2.3 8.8 12.7 Central Avenue
Southbound
Dexter Avenue
Westbound
Central Avenue
Northbound
Dexter 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 07:45 AM
07:45 AM 11 354 34 399 34 48 7 89 89 228 31 348 7 19 72 98 934 08:00 AM 11 347 45 403 29 82 3 114 108 236 37 381 21 25 118 164 1062 08:15 AM 19 266 17 302 32 58 3 93 93 286 36 415 26 51 143 220 1030 08:30 AM 13 301 21 335 36 24 7 67 61 237 36 334 14 28 101 143 879 Total Volume 54 1268 117 1439 131 212 20 363 351 987 140 1478 68 123 434 625 3905 % App. Total 3.8 88.1 8.1 36.1 58.4 5.5 23.7 66.8 9.5 10.9 19.7 69.4 PHF .711 .895 .650 .893 .910 .646 .714 .796 .813 .863 .946 .890 .654 .603 .759 .710 .919 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_LKE_Cen_Dex AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Central Avenue
E/W: Dexter Avenue
Weather: Clear
Central Avenue
Dexter Avenue
Dexter Avenue
Central Avenue
Right
117
Thru
1268
Left
54 Out In Total
1075 1439 2514
Right
20 Thru
212
Left
131
Out Total In
317 363 680
Left
351
Thru
987
Right
140
Out In Total
1833 1478 3311
Left
68 Thru
123
Right
434
Total Out In
680 625 1305
Peak Hour Begins at 07:45 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:
07:15 AM 07:45 AM 07:45 AM 07:45 AM
+0 mins. 15 329 13 357 34 48 7 89 89 228 31 348 7 19 72 98 +15 mins. 14 325 13 352 29 82 3 114 108 236 37 381 21 25 118 164 +30 mins. 11 354 34 399 32 58 3 93 93 286 36 415 26 51 143 220 +45 mins. 11 347 45 403 36 24 7 67 61 237 36 334 14 28 101 143 Total Volume 51 1355 105 1511 131 212 20 363 351 987 140 1478 68 123 434 625 % App. Total 3.4 89.7 6.9 36.1 58.4 5.5 23.7 66.8 9.5 10.9 19.7 69.4 PHF .850 .957 .583 .937 .910 .646 .714 .796 .813 .863 .946 .890 .654 .603 .759 .710 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_LKE_Cen_Dex PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Central Avenue
E/W: Dexter Avenue
Weather: Clear
Groups Printed- Total Volume
Central Avenue
Southbound
Dexter Avenue
Westbound
Central Avenue
Northbound
Dexter 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 04:00 PM 25 308 14 347 41 44 16 101 71 323 44 438 28 39 91 158 1044 04:15 PM 15 290 15 320 37 26 19 82 57 318 43 418 28 31 72 131 951 04:30 PM 21 244 18 283 37 33 26 96 46 313 40 399 19 20 71 110 888 04:45 PM 29 340 10 379 30 21 21 72 50 333 43 426 19 20 60 99 976 Total 90 1182 57 1329 145 124 82 351 224 1287 170 1681 94 110 294 498 3859 05:00 PM 22 265 15 302 41 42 19 102 72 344 50 466 19 23 51 93 963 05:15 PM 18 260 14 292 37 21 13 71 62 360 51 473 27 18 56 101 937 05:30 PM 18 251 19 288 42 34 13 89 74 335 56 465 22 30 64 116 958 05:45 PM 18 267 17 302 36 44 9 89 62 405 50 517 22 30 67 119 1027 Total 76 1043 65 1184 156 141 54 351 270 1444 207 1921 90 101 238 429 3885 Grand Total 166 2225 122 2513 301 265 136 702 494 2731 377 3602 184 211 532 927 7744 Apprch % 6.6 88.5 4.9 42.9 37.7 19.4 13.7 75.8 10.5 19.8 22.8 57.4 Total % 2.1 28.7 1.6 32.5 3.9 3.4 1.8 9.1 6.4 35.3 4.9 46.5 2.4 2.7 6.9 12 Central Avenue
Southbound
Dexter Avenue
Westbound
Central Avenue
Northbound
Dexter 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 05:00 PM
05:00 PM 22 265 15 302 41 42 19 102 72 344 50 466 19 23 51 93 963 05:15 PM 18 260 14 292 37 21 13 71 62 360 51 473 27 18 56 101 937 05:30 PM 18 251 19 288 42 34 13 89 74 335 56 465 22 30 64 116 958 05:45 PM 18 267 17 302 36 44 9 89 62 405 50 517 22 30 67 119 1027 Total Volume 76 1043 65 1184 156 141 54 351 270 1444 207 1921 90 101 238 429 3885 % App. Total 6.4 88.1 5.5 44.4 40.2 15.4 14.1 75.2 10.8 21 23.5 55.5 PHF .864 .977 .855 .980 .929 .801 .711 .860 .912 .891 .924 .929 .833 .842 .888 .901 .946 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 02_LKE_Cen_Dex PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Central Avenue
E/W: Dexter Avenue
Weather: Clear
Central Avenue
Dexter Avenue
Dexter Avenue
Central Avenue
Right
65 Thru
1043
Left
76 Out In Total
1588 1184 2772
Right
54 Thru
141
Left
156
Out Total In
384 351 735
Left
270
Thru
1444
Right
207
Out In Total
1437 1921 3358
Left
90 Thru
101
Right
238
Total Out In
476 429 905
Peak Hour Begins at 05:00 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:
04:00 PM 04:15 PM 05:00 PM 04:00 PM
+0 mins. 25 308 14 347 37 26 19 82 72 344 50 466 28 39 91 158 +15 mins. 15 290 15 320 37 33 26 96 62 360 51 473 28 31 72 131 +30 mins. 21 244 18 283 30 21 21 72 74 335 56 465 19 20 71 110 +45 mins. 29 340 10 379 41 42 19 102 62 405 50 517 19 20 60 99 Total Volume 90 1182 57 1329 145 122 85 352 270 1444 207 1921 94 110 294 498 % App. Total 6.8 88.9 4.3 41.2 34.7 24.1 14.1 75.2 10.8 18.9 22.1 59 PHF .776 .869 .792 .877 .884 .726 .817 .863 .912 .891 .924 .929 .839 .705 .808 .788 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_LKE_Cen_15N AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Central Avenue
E/W: I-15 Northbound Ramps
Weather: Clear
Groups Printed- Total Volume
Central Avenue
Southbound
I-15 Northbound Off Ramp
Westbound
Central Avenue
Northbound
I-15 Northbound On Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 208 145 353 67 0 109 176 17 174 0 191 0 0 0 0 720 07:15 AM 0 285 116 401 73 0 138 211 9 192 0 201 0 0 0 0 813 07:30 AM 0 297 98 395 90 0 125 215 15 189 0 204 0 0 0 0 814 07:45 AM 0 366 88 454 123 1 113 237 11 213 0 224 0 0 0 0 915 Total 0 1156 447 1603 353 1 485 839 52 768 0 820 0 0 0 0 3262 08:00 AM 0 388 93 481 101 3 150 254 25 255 0 280 0 0 0 0 1015 08:15 AM 0 320 96 416 98 0 121 219 27 285 0 312 0 0 0 0 947 08:30 AM 0 332 117 449 85 1 91 177 30 256 0 286 0 0 0 0 912 08:45 AM 0 254 80 334 83 1 90 174 31 220 0 251 0 0 0 0 759 Total 0 1294 386 1680 367 5 452 824 113 1016 0 1129 0 0 0 0 3633 Grand Total 0 2450 833 3283 720 6 937 1663 165 1784 0 1949 0 0 0 0 6895 Apprch % 0 74.6 25.4 43.3 0.4 56.3 8.5 91.5 0 0 0 0
Total % 0 35.5 12.1 47.6 10.4 0.1 13.6 24.1 2.4 25.9 0 28.3 0 0 0 0 Central Avenue
Southbound
I-15 Northbound Off Ramp
Westbound
Central Avenue
Northbound
I-15 Northbound 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 07:45 AM
07:45 AM 0 366 88 454 123 1 113 237 11 213 0 224 0 0 0 0 915 08:00 AM 0 388 93 481 101 3 150 254 25 255 0 280 0 0 0 0 1015 08:15 AM 0 320 96 416 98 0 121 219 27 285 0 312 0 0 0 0 947 08:30 AM 0 332 117 449 85 1 91 177 30 256 0 286 0 0 0 0 912 Total Volume 0 1406 394 1800 407 5 475 887 93 1009 0 1102 0 0 0 0 3789 % App. Total 0 78.1 21.9 45.9 0.6 53.6 8.4 91.6 0 0 0 0 PHF .000 .906 .842 .936 .827 .417 .792 .873 .775 .885 .000 .883 .000 .000 .000 .000 .933 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_LKE_Cen_15N AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Central Avenue
E/W: I-15 Northbound Ramps
Weather: Clear
Central Avenue
I-15 Northbound On Ramp
I-15 Northbound Off Ramp
Central Avenue
Right
394
Thru
1406
Left
0 Out In Total
1484 1800 3284
Right
475
Thru
5 Left
407
Out Total In
0 887 887
Left
93 Thru
1009
Right
0 Out In Total
1813 1102 2915
Left
0 Thru
0 Right
0 Total Out In
492 0 492
Peak Hour Begins at 07:45 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:
07:45 AM 07:30 AM 08:00 AM 07:00 AM
+0 mins. 0 366 88 454 90 0 125 215 25 255 0 280 0 0 0 0 +15 mins. 0 388 93 481 123 1 113 237 27 285 0 312 0 0 0 0 +30 mins. 0 320 96 416 101 3 150 254 30 256 0 286 0 0 0 0 +45 mins. 0 332 117 449 98 0 121 219 31 220 0 251 0 0 0 0 Total Volume 0 1406 394 1800 412 4 509 925 113 1016 0 1129 0 0 0 0 % App. Total 0 78.1 21.9 44.5 0.4 55 10 90 0 0 0 0
PHF .000 .906 .842 .936 .837 .333 .848 .910 .911 .891 .000 .905 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_LKE_Cen_15N PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Central Avenue
E/W: I-15 Northbound Ramps
Weather: Clear
Groups Printed- Total Volume
Central Avenue
Southbound
I-15 Northbound Off Ramp
Westbound
Central Avenue
Northbound
I-15 Northbound On Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 304 110 414 62 0 144 206 7 284 0 291 0 0 0 0 911 04:15 PM 0 305 92 397 37 0 132 169 10 304 0 314 0 0 0 0 880 04:30 PM 0 280 84 364 39 0 144 183 6 291 0 297 0 0 0 0 844 04:45 PM 0 278 136 414 31 1 146 178 7 282 0 289 0 0 0 0 881 Total 0 1167 422 1589 169 1 566 736 30 1161 0 1191 0 0 0 0 3516 05:00 PM 0 237 120 357 54 0 160 214 16 292 0 308 0 0 0 0 879 05:15 PM 0 272 88 360 94 0 159 253 13 352 0 365 0 0 0 0 978 05:30 PM 0 259 80 339 78 0 152 230 12 343 0 355 0 0 0 0 924 05:45 PM 0 256 91 347 70 1 156 227 15 338 0 353 0 0 0 0 927 Total 0 1024 379 1403 296 1 627 924 56 1325 0 1381 0 0 0 0 3708 Grand Total 0 2191 801 2992 465 2 1193 1660 86 2486 0 2572 0 0 0 0 7224 Apprch % 0 73.2 26.8 28 0.1 71.9 3.3 96.7 0 0 0 0
Total % 0 30.3 11.1 41.4 6.4 0 16.5 23 1.2 34.4 0 35.6 0 0 0 0 Central Avenue
Southbound
I-15 Northbound Off Ramp
Westbound
Central Avenue
Northbound
I-15 Northbound 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 05:00 PM
05:00 PM 0 237 120 357 54 0 160 214 16 292 0 308 0 0 0 0 879 05:15 PM 0 272 88 360 94 0 159 253 13 352 0 365 0 0 0 0 978 05:30 PM 0 259 80 339 78 0 152 230 12 343 0 355 0 0 0 0 924 05:45 PM 0 256 91 347 70 1 156 227 15 338 0 353 0 0 0 0 927 Total Volume 0 1024 379 1403 296 1 627 924 56 1325 0 1381 0 0 0 0 3708 % App. Total 0 73 27 32 0.1 67.9 4.1 95.9 0 0 0 0
PHF .000 .941 .790 .974 .787 .250 .980 .913 .875 .941 .000 .946 .000 .000 .000 .000 .948 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 03_LKE_Cen_15N PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Central Avenue
E/W: I-15 Northbound Ramps
Weather: Clear
Central Avenue
I-15 Northbound On Ramp
I-15 Northbound Off Ramp
Central Avenue
Right
379
Thru
1024
Left
0 Out In Total
1952 1403 3355
Right
627
Thru
1 Left
296
Out Total In
0 924 924
Left
56 Thru
1325
Right
0 Out In Total
1320 1381 2701
Left
0 Thru
0 Right
0 Total Out In
436 0 436
Peak Hour Begins at 05:00 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:
04:00 PM 05:00 PM 05:00 PM 04:00 PM
+0 mins. 0 304 110 414 54 0 160 214 16 292 0 308 0 0 0 0 +15 mins. 0 305 92 397 94 0 159 253 13 352 0 365 0 0 0 0 +30 mins. 0 280 84 364 78 0 152 230 12 343 0 355 0 0 0 0 +45 mins. 0 278 136 414 70 1 156 227 15 338 0 353 0 0 0 0 Total Volume 0 1167 422 1589 296 1 627 924 56 1325 0 1381 0 0 0 0 % App. Total 0 73.4 26.6 32 0.1 67.9 4.1 95.9 0 0 0 0
PHF .000 .957 .776 .960 .787 .250 .980 .913 .875 .941 .000 .946 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_LKE_Cen_15S AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Central Avenue
E/W: I-15 Southbound Ramps
Weather: Clear
Groups Printed- Total Volume
Central Avenue
Southbound
I-15 Southbound On Ramp
Westbound
Central Avenue
Northbound
I-15 Southbound Off Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 88 209 0 297 0 0 0 0 0 125 94 219 79 0 38 117 633 07:15 AM 128 232 0 360 0 0 0 0 0 114 111 225 80 0 46 126 711 07:30 AM 123 258 0 381 0 0 0 0 0 131 142 273 77 1 49 127 781 07:45 AM 140 347 0 487 0 0 0 0 0 138 105 243 83 0 64 147 877 Total 479 1046 0 1525 0 0 0 0 0 508 452 960 319 1 197 517 3002 08:00 AM 143 343 0 486 0 0 0 0 0 226 147 373 54 0 54 108 967 08:15 AM 133 299 0 432 0 0 0 0 0 209 123 332 104 0 54 158 922 08:30 AM 167 274 0 441 0 0 0 0 0 207 145 352 80 0 48 128 921 08:45 AM 102 232 0 334 0 0 0 0 0 177 99 276 80 0 39 119 729 Total 545 1148 0 1693 0 0 0 0 0 819 514 1333 318 0 195 513 3539 Grand Total 1024 2194 0 3218 0 0 0 0 0 1327 966 2293 637 1 392 1030 6541 Apprch % 31.8 68.2 0 0 0 0 0 57.9 42.1 61.8 0.1 38.1
Total % 15.7 33.5 0 49.2 0 0 0 0 0 20.3 14.8 35.1 9.7 0 6 15.7 Central Avenue
Southbound
I-15 Southbound On Ramp
Westbound
Central Avenue
Northbound
I-15 Southbound Off Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 140 347 0 487 0 0 0 0 0 138 105 243 83 0 64 147 877 08:00 AM 143 343 0 486 0 0 0 0 0 226 147 373 54 0 54 108 967 08:15 AM 133 299 0 432 0 0 0 0 0 209 123 332 104 0 54 158 922 08:30 AM 167 274 0 441 0 0 0 0 0 207 145 352 80 0 48 128 921 Total Volume 583 1263 0 1846 0 0 0 0 0 780 520 1300 321 0 220 541 3687 % App. Total 31.6 68.4 0 0 0 0 0 60 40 59.3 0 40.7
PHF .873 .910 .000 .948 .000 .000 .000 .000 .000 .863 .884 .871 .772 .000 .859 .856 .953 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_LKE_Cen_15S AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Central Avenue
E/W: I-15 Southbound Ramps
Weather: Clear
Central Avenue
I-15 Southbound Off Ramp
I-15 Southbound On Ramp
Central Avenue
Right
0 Thru
1263
Left
583
Out In Total
1101 1846 2947
Right
0 Thru
0 Left
0 Out Total In
1103 0 1103
Left
0 Thru
780
Right
520
Out In Total
1483 1300 2783
Left
321
Thru
0 Right
220
Total Out In
0 541 541
Peak Hour Begins at 07:45 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:
07:45 AM 07:00 AM 08:00 AM 07:45 AM
+0 mins. 140 347 0 487 0 0 0 0 0 226 147 373 83 0 64 147 +15 mins. 143 343 0 486 0 0 0 0 0 209 123 332 54 0 54 108 +30 mins. 133 299 0 432 0 0 0 0 0 207 145 352 104 0 54 158 +45 mins. 167 274 0 441 0 0 0 0 0 177 99 276 80 0 48 128 Total Volume 583 1263 0 1846 0 0 0 0 0 819 514 1333 321 0 220 541 % App. Total 31.6 68.4 0 0 0 0 0 61.4 38.6 59.3 0 40.7
PHF .873 .910 .000 .948 .000 .000 .000 .000 .000 .906 .874 .893 .772 .000 .859 .856 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_LKE_Cen_15S PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Central Avenue
E/W: I-15 Southbound Ramps
Weather: Clear
Groups Printed- Total Volume
Central Avenue
Southbound
I-15 Southbound On Ramp
Westbound
Central Avenue
Northbound
I-15 Southbound Off Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 108 258 0 366 0 0 0 0 0 202 70 272 108 2 32 142 780 04:15 PM 133 230 0 363 0 0 0 0 0 206 39 245 119 0 19 138 746 04:30 PM 113 197 0 310 0 0 0 0 0 208 70 278 94 1 20 115 703 04:45 PM 114 186 0 300 0 0 0 0 0 220 46 266 92 0 19 111 677 Total 468 871 0 1339 0 0 0 0 0 836 225 1061 413 3 90 506 2906 05:00 PM 83 187 0 270 0 0 0 0 0 215 63 278 112 1 21 134 682 05:15 PM 104 265 0 369 0 0 0 0 0 234 58 292 121 0 23 144 805 05:30 PM 112 234 0 346 0 0 0 0 0 248 57 305 137 1 26 164 815 05:45 PM 107 224 0 331 0 0 0 0 0 245 82 327 150 1 31 182 840 Total 406 910 0 1316 0 0 0 0 0 942 260 1202 520 3 101 624 3142 Grand Total 874 1781 0 2655 0 0 0 0 0 1778 485 2263 933 6 191 1130 6048 Apprch % 32.9 67.1 0 0 0 0 0 78.6 21.4 82.6 0.5 16.9
Total % 14.5 29.4 0 43.9 0 0 0 0 0 29.4 8 37.4 15.4 0.1 3.2 18.7 Central Avenue
Southbound
I-15 Southbound On Ramp
Westbound
Central Avenue
Northbound
I-15 Southbound Off Ramp
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 83 187 0 270 0 0 0 0 0 215 63 278 112 1 21 134 682 05:15 PM 104 265 0 369 0 0 0 0 0 234 58 292 121 0 23 144 805 05:30 PM 112 234 0 346 0 0 0 0 0 248 57 305 137 1 26 164 815 05:45 PM 107 224 0 331 0 0 0 0 0 245 82 327 150 1 31 182 840 Total Volume 406 910 0 1316 0 0 0 0 0 942 260 1202 520 3 101 624 3142 % App. Total 30.9 69.1 0 0 0 0 0 78.4 21.6 83.3 0.5 16.2 PHF .906 .858 .000 .892 .000 .000 .000 .000 .000 .950 .793 .919 .867 .750 .815 .857 .935 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 04_LKE_Cen_15S PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Central Avenue
E/W: I-15 Southbound Ramps
Weather: Clear
Central Avenue
I-15 Southbound Off Ramp
I-15 Southbound On Ramp
Central Avenue
Right
0 Thru
910
Left
406
Out In Total
1462 1316 2778
Right
0 Thru
0 Left
0 Out Total In
669 0 669
Left
0 Thru
942
Right
260
Out In Total
1011 1202 2213
Left
520
Thru
3 Right
101
Total Out In
0 624 624
Peak Hour Begins at 05:00 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:
04:00 PM 04:00 PM 05:00 PM 05:00 PM
+0 mins. 108 258 0 366 0 0 0 0 0 215 63 278 112 1 21 134 +15 mins. 133 230 0 363 0 0 0 0 0 234 58 292 121 0 23 144 +30 mins. 113 197 0 310 0 0 0 0 0 248 57 305 137 1 26 164 +45 mins. 114 186 0 300 0 0 0 0 0 245 82 327 150 1 31 182 Total Volume 468 871 0 1339 0 0 0 0 0 942 260 1202 520 3 101 624 % App. Total 35 65 0 0 0 0 0 78.4 21.6 83.3 0.5 16.2
PHF .880 .844 .000 .915 .000 .000 .000 .000 .000 .950 .793 .919 .867 .750 .815 .857 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_LKE_Cen_DW1 PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Central Avenue
E/W: Driveway 1
Weather: Clear
Groups Printed- Total Volume
Central Avenue
Southbound
Driveway 1
Westbound
Central Avenue
Northbound
Lake Elsinore Market Place
Driveway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 314 12 326 0 0 12 12 0 382 28 410 0 0 47 47 795 04:15 PM 0 266 11 277 0 0 4 4 0 341 32 373 0 0 45 45 699 04:30 PM 0 257 15 272 0 0 9 9 0 338 20 358 0 0 43 43 682 04:45 PM 0 332 13 345 0 0 7 7 0 346 19 365 0 0 43 43 760 Total 0 1169 51 1220 0 0 32 32 0 1407 99 1506 0 0 178 178 2936 05:00 PM 0 272 11 283 0 0 6 6 0 359 32 391 0 0 38 38 718 05:15 PM 0 278 12 290 0 0 14 14 0 402 41 443 0 0 36 36 783 05:30 PM 0 257 16 273 0 0 9 9 0 380 37 417 0 0 45 45 744 05:45 PM 0 250 5 255 0 0 3 3 0 395 27 422 0 0 40 40 720 Total 0 1057 44 1101 0 0 32 32 0 1536 137 1673 0 0 159 159 2965 Grand Total 0 2226 95 2321 0 0 64 64 0 2943 236 3179 0 0 337 337 5901 Apprch % 0 95.9 4.1 0 0 100 0 92.6 7.4 0 0 100
Total % 0 37.7 1.6 39.3 0 0 1.1 1.1 0 49.9 4 53.9 0 0 5.7 5.7 Central Avenue
Southbound
Driveway 1
Westbound
Central Avenue
Northbound
Lake Elsinore Market Place
Driveway
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 0 332 13 345 0 0 7 7 0 346 19 365 0 0 43 43 760 05:00 PM 0 272 11 283 0 0 6 6 0 359 32 391 0 0 38 38 718 05:15 PM 0 278 12 290 0 0 14 14 0 402 41 443 0 0 36 36 783 05:30 PM 0 257 16 273 0 0 9 9 0 380 37 417 0 0 45 45 744 Total Volume 0 1139 52 1191 0 0 36 36 0 1487 129 1616 0 0 162 162 3005 % App. Total 0 95.6 4.4 0 0 100 0 92 8 0 0 100
PHF .000 .858 .813 .863 .000 .000 .643 .643 .000 .925 .787 .912 .000 .000 .900 .900 .959 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 05_LKE_Cen_DW1 PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Central Avenue
E/W: Driveway 1
Weather: Clear
Central Avenue
Lake Elsinore Market Place Driveway
Driveway 1
Central Avenue
Right
52 Thru
1139
Left
0 Out In Total
1523 1191 2714
Right
36 Thru
0 Left
0 Out Total In
129 36 165
Left
0 Thru
1487
Right
129
Out In Total
1301 1616 2917
Left
0 Thru
0 Right
162
Total Out In
52 162 214
Peak Hour Begins at 04:45 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:
04:00 PM 04:30 PM 05:00 PM 04:00 PM
+0 mins. 0 314 12 326 0 0 9 9 0 359 32 391 0 0 47 47
+15 mins. 0 266 11 277 0 0 7 7 0 402 41 443 0 0 45 45
+30 mins. 0 257 15 272 0 0 6 6 0 380 37 417 0 0 43 43
+45 mins. 0 332 13 345 0 0 14 14 0 395 27 422 0 0 43 43 Total Volume 0 1169 51 1220 0 0 36 36 0 1536 137 1673 0 0 178 178 % App. Total 0 95.8 4.2 0 0 100 0 91.8 8.2 0 0 100
PHF .000 .880 .850 .884 .000 .000 .643 .643 .000 .955 .835 .944 .000 .000 .947 .947 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_LKE_DW2_Cam AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Driveway 2
E/W: Cambern Avenue
Weather: Clear
Groups Printed- Total Volume
Gated Construction
Driveway
Southbound
Cambern Avenue
Westbound
Driveway 2
Northbound
Cambern 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 07:00 AM 0 0 0 0 0 27 0 27 0 0 5 5 0 12 7 19 51
07:15 AM 0 0 1 1 0 30 1 31 0 0 4 4 0 13 8 21 57
07:30 AM 0 0 1 1 0 26 1 27 0 0 2 2 0 28 11 39 69
07:45 AM 0 0 1 1 0 48 0 48 0 0 2 2 0 22 10 32 83
Total 0 0 3 3 0 131 2 133 0 0 13 13 0 75 36 111 260
08:00 AM 0 0 0 0 0 77 0 77 0 0 5 5 0 23 16 39 121
08:15 AM 0 0 2 2 0 53 1 54 0 0 8 8 0 41 11 52 116
08:30 AM 0 0 0 0 0 28 0 28 0 0 5 5 0 32 13 45 78
08:45 AM 0 0 0 0 0 52 0 52 0 0 9 9 0 23 24 47 108
Total 0 0 2 2 0 210 1 211 0 0 27 27 0 119 64 183 423
Grand Total 0 0 5 5 0 341 3 344 0 0 40 40 0 194 100 294 683 Apprch % 0 0 100 0 99.1 0.9 0 0 100 0 66 34
Total % 0 0 0.7 0.7 0 49.9 0.4 50.4 0 0 5.9 5.9 0 28.4 14.6 43 Gated Construction
Driveway
Southbound
Cambern Avenue
Westbound
Driveway 2
Northbound
Cambern 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 08:00 AM
08:00 AM 0 0 0 0 0 77 0 77 0 0 5 5 0 23 16 39 121
08:15 AM 0 0 2 2 0 53 1 54 0 0 8 8 0 41 11 52 116
08:30 AM 0 0 0 0 0 28 0 28 0 0 5 5 0 32 13 45 78
08:45 AM 0 0 0 0 0 52 0 52 0 0 9 9 0 23 24 47 108
Total Volume 0 0 2 2 0 210 1 211 0 0 27 27 0 119 64 183 423 % App. Total 0 0 100 0 99.5 0.5 0 0 100 0 65 35
PHF .000 .000 .250 .250 .000 .682 .250 .685 .000 .000 .750 .750 .000 .726 .667 .880 .874 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_LKE_DW2_Cam AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Driveway 2
E/W: Cambern Avenue
Weather: Clear
Gated Construction Driveway
Cambern Avenue
Cambern Avenue
Driveway 2
Right
2 Thru
0 Left
0 Out In Total
1 2 3
Right
1 Thru
210
Left
0 Out Total In
146 211 357
Left
0 Thru
0 Right
27 Out In Total
64 27 91
Left
0 Thru
119
Right
64 Total Out In
212 183 395
Peak Hour Begins at 08:00 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 08:00 AM 08:00 AM 08:00 AM
+0 mins. 0 0 1 1 0 77 0 77 0 0 5 5 0 23 16 39
+15 mins. 0 0 1 1 0 53 1 54 0 0 8 8 0 41 11 52
+30 mins. 0 0 0 0 0 28 0 28 0 0 5 5 0 32 13 45
+45 mins. 0 0 2 2 0 52 0 52 0 0 9 9 0 23 24 47
Total Volume 0 0 4 4 0 210 1 211 0 0 27 27 0 119 64 183 % App. Total 0 0 100 0 99.5 0.5 0 0 100 0 65 35
PHF .000 .000 .500 .500 .000 .682 .250 .685 .000 .000 .750 .750 .000 .726 .667 .880 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_LKE_DW2_Cam PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Driveway 2
E/W: Cambern Avenue
Weather: Clear
Groups Printed- Total Volume
Gated Construction
Driveway
Southbound
Cambern Avenue
Westbound
Driveway 2
Northbound
Cambern 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 04:00 PM 0 0 1 1 0 103 1 104 0 0 27 27 0 45 35 80 212
04:15 PM 0 0 0 0 0 102 0 102 0 0 28 28 0 46 33 79 209
04:30 PM 0 0 0 0 0 98 0 98 0 0 27 27 0 73 27 100 225
04:45 PM 0 0 0 0 0 115 0 115 0 0 35 35 0 50 39 89 239
Total 0 0 1 1 0 418 1 419 0 0 117 117 0 214 134 348 885 05:00 PM 0 0 0 0 0 92 0 92 0 0 21 21 0 66 25 91 204
05:15 PM 0 0 0 0 0 105 0 105 0 0 35 35 0 53 34 87 227
05:30 PM 0 0 0 0 0 96 0 96 0 0 20 20 0 36 25 61 177
05:45 PM 0 0 0 0 0 78 0 78 0 0 26 26 0 46 28 74 178
Total 0 0 0 0 0 371 0 371 0 0 102 102 0 201 112 313 786 Grand Total 0 0 1 1 0 789 1 790 0 0 219 219 0 415 246 661 1671 Apprch % 0 0 100 0 99.9 0.1 0 0 100 0 62.8 37.2
Total % 0 0 0.1 0.1 0 47.2 0.1 47.3 0 0 13.1 13.1 0 24.8 14.7 39.6 Gated Construction
Driveway
Southbound
Cambern Avenue
Westbound
Driveway 2
Northbound
Cambern 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 04:30 PM
04:30 PM 0 0 0 0 0 98 0 98 0 0 27 27 0 73 27 100 225
04:45 PM 0 0 0 0 0 115 0 115 0 0 35 35 0 50 39 89 239
05:00 PM 0 0 0 0 0 92 0 92 0 0 21 21 0 66 25 91 204
05:15 PM 0 0 0 0 0 105 0 105 0 0 35 35 0 53 34 87 227
Total Volume 0 0 0 0 0 410 0 410 0 0 118 118 0 242 125 367 895 % App. Total 0 0 0 0 100 0 0 0 100 0 65.9 34.1
PHF .000 .000 .000 .000 .000 .891 .000 .891 .000 .000 .843 .843 .000 .829 .801 .918 .936 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 06_LKE_DW2_Cam PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Driveway 2
E/W: Cambern Avenue
Weather: Clear
Gated Construction Driveway
Cambern Avenue
Cambern Avenue
Driveway 2
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
410
Left
0 Out Total In
360 410 770
Left
0 Thru
0 Right
118
Out In Total
125 118 243
Left
0 Thru
242
Right
125
Total Out In
410 367 777
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:
04:00 PM 04:00 PM 04:30 PM 04:30 PM
+0 mins. 0 0 1 1 0 103 1 104 0 0 27 27 0 73 27 100
+15 mins. 0 0 0 0 0 102 0 102 0 0 35 35 0 50 39 89
+30 mins. 0 0 0 0 0 98 0 98 0 0 21 21 0 66 25 91
+45 mins. 0 0 0 0 0 115 0 115 0 0 35 35 0 53 34 87
Total Volume 0 0 1 1 0 418 1 419 0 0 118 118 0 242 125 367 % App. Total 0 0 100 0 99.8 0.2 0 0 100 0 65.9 34.1
PHF .000 .000 .250 .250 .000 .909 .250 .911 .000 .000 .843 .843 .000 .829 .801 .918 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_LKE_DW3_Cam AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Driveway 3
E/W: Cambern Avenue
Weather: Clear
Groups Printed- Total Volume
Gated Driveway
Southbound
Cambern Avenue
Westbound
Driveway 3
Northbound
Cambern 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 07:00 AM 0 0 0 0 0 18 0 18 9 0 1 10 0 13 1 14 42
07:15 AM 0 0 0 0 1 19 0 20 10 0 3 13 0 11 2 13 46
07:30 AM 0 0 0 0 2 13 0 15 11 0 2 13 0 24 4 28 56
07:45 AM 0 0 0 0 5 40 1 46 7 0 5 12 0 18 3 21 79
Total 0 0 0 0 8 90 1 99 37 0 11 48 0 66 10 76 223
08:00 AM 0 0 0 0 5 52 0 57 19 0 4 23 0 20 3 23 103
08:15 AM 0 0 0 0 3 32 0 35 18 0 4 22 0 33 12 45 102
08:30 AM 0 0 0 0 2 12 0 14 9 0 3 12 0 24 5 29 55
08:45 AM 0 0 0 0 1 24 0 25 21 0 4 25 0 21 4 25 75
Total 0 0 0 0 11 120 0 131 67 0 15 82 0 98 24 122 335
Grand Total 0 0 0 0 19 210 1 230 104 0 26 130 0 164 34 198 558 Apprch % 0 0 0 8.3 91.3 0.4 80 0 20 0 82.8 17.2
Total % 0 0 0 0 3.4 37.6 0.2 41.2 18.6 0 4.7 23.3 0 29.4 6.1 35.5 Gated Driveway
Southbound
Cambern Avenue
Westbound
Driveway 3
Northbound
Cambern 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 0 0 0 0 2 13 0 15 11 0 2 13 0 24 4 28 56
07:45 AM 0 0 0 0 5 40 1 46 7 0 5 12 0 18 3 21 79
08:00 AM 0 0 0 0 5 52 0 57 19 0 4 23 0 20 3 23 103
08:15 AM 0 0 0 0 3 32 0 35 18 0 4 22 0 33 12 45 102
Total Volume 0 0 0 0 15 137 1 153 55 0 15 70 0 95 22 117 340 % App. Total 0 0 0 9.8 89.5 0.7 78.6 0 21.4 0 81.2 18.8 PHF .000 .000 .000 .000 .750 .659 .250 .671 .724 .000 .750 .761 .000 .720 .458 .650 .825 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_LKE_DW3_Cam AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Driveway 3
E/W: Cambern Avenue
Weather: Clear
Gated Driveway
Cambern Avenue
Cambern Avenue
Driveway 3
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Right
1 Thru
137
Left
15 Out Total In
110 153 263
Left
55 Thru
0 Right
15 Out In Total
37 70 107
Left
0 Thru
95 Right
22 Total Out In
192 117 309
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:
07:00 AM 07:30 AM 08:00 AM 08:00 AM
+0 mins. 0 0 0 0 2 13 0 15 19 0 4 23 0 20 3 23
+15 mins. 0 0 0 0 5 40 1 46 18 0 4 22 0 33 12 45
+30 mins. 0 0 0 0 5 52 0 57 9 0 3 12 0 24 5 29
+45 mins. 0 0 0 0 3 32 0 35 21 0 4 25 0 21 4 25
Total Volume 0 0 0 0 15 137 1 153 67 0 15 82 0 98 24 122 % App. Total 0 0 0 9.8 89.5 0.7 81.7 0 18.3 0 80.3 19.7 PHF .000 .000 .000 .000 .750 .659 .250 .671 .798 .000 .938 .820 .000 .742 .500 .678 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_LKE_DW3_Cam PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Driveway 3
E/W: Cambern Avenue
Weather: Clear
Groups Printed- Total Volume
Gated Driveway
Southbound
Cambern Avenue
Westbound
Driveway 3
Northbound
Cambern 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 04:00 PM 0 0 0 0 9 35 0 44 46 0 5 51 0 37 11 48 143
04:15 PM 0 0 0 0 4 51 0 55 32 0 9 41 0 43 10 53 149
04:30 PM 0 0 0 0 4 33 0 37 40 0 9 49 0 59 9 68 154
04:45 PM 0 0 0 0 7 44 0 51 36 1 8 45 0 45 7 52 148
Total 0 0 0 0 24 163 0 187 154 1 31 186 0 184 37 221 594 05:00 PM 0 0 0 0 6 36 0 42 31 0 8 39 0 49 12 61 142
05:15 PM 0 0 0 0 6 47 0 53 30 0 6 36 0 47 11 58 147
05:30 PM 0 0 0 0 8 45 0 53 38 0 11 49 0 37 5 42 144
05:45 PM 0 0 0 0 6 30 0 36 27 0 11 38 0 44 6 50 124
Total 0 0 0 0 26 158 0 184 126 0 36 162 0 177 34 211 557 Grand Total 0 0 0 0 50 321 0 371 280 1 67 348 0 361 71 432 1151 Apprch % 0 0 0 13.5 86.5 0 80.5 0.3 19.3 0 83.6 16.4
Total % 0 0 0 0 4.3 27.9 0 32.2 24.3 0.1 5.8 30.2 0 31.4 6.2 37.5 Gated Driveway
Southbound
Cambern Avenue
Westbound
Driveway 3
Northbound
Cambern 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 04:00 PM
04:00 PM 0 0 0 0 9 35 0 44 46 0 5 51 0 37 11 48 143
04:15 PM 0 0 0 0 4 51 0 55 32 0 9 41 0 43 10 53 149
04:30 PM 0 0 0 0 4 33 0 37 40 0 9 49 0 59 9 68 154
04:45 PM 0 0 0 0 7 44 0 51 36 1 8 45 0 45 7 52 148
Total Volume 0 0 0 0 24 163 0 187 154 1 31 186 0 184 37 221 594 % App. Total 0 0 0 12.8 87.2 0 82.8 0.5 16.7 0 83.3 16.7 PHF .000 .000 .000 .000 .667 .799 .000 .850 .837 .250 .861 .912 .000 .780 .841 .813 .964 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 07_LKE_DW3_Cam PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Driveway 3
E/W: Cambern Avenue
Weather: Clear
Gated Driveway
Cambern Avenue
Cambern Avenue
Driveway 3
Right
0 Thru
0 Left
0 Out In Total
1 0 1
Right
0 Thru
163
Left
24 Out Total In
215 187 402
Left
154
Thru
1 Right
31 Out In Total
61 186 247
Left
0 Thru
184
Right
37 Total Out In
317 221 538
Peak Hour Begins at 04:00 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:
04:00 PM 04:45 PM 04:00 PM 04:30 PM
+0 mins. 0 0 0 0 7 44 0 51 46 0 5 51 0 59 9 68
+15 mins. 0 0 0 0 6 36 0 42 32 0 9 41 0 45 7 52
+30 mins. 0 0 0 0 6 47 0 53 40 0 9 49 0 49 12 61
+45 mins. 0 0 0 0 8 45 0 53 36 1 8 45 0 47 11 58
Total Volume 0 0 0 0 27 172 0 199 154 1 31 186 0 200 39 239 % App. Total 0 0 0 13.6 86.4 0 82.8 0.5 16.7 0 83.7 16.3 PHF .000 .000 .000 .000 .844 .915 .000 .939 .837 .250 .861 .912 .000 .847 .813 .879 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 08_LKE_DW4_Dex AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Driveway 4/Dexter Place
E/W: Dexter Avenue
Weather: Clear
Groups Printed- Total Volume
Driveway 4
Southbound
Dexter Avenue
Westbound
Dexter Place
Northbound
Dexter 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 07:00 AM 2 0 9 11 0 44 1 45 4 0 0 4 4 24 2 30 90
07:15 AM 2 0 4 6 1 44 0 45 0 0 2 2 2 28 0 30 83
07:30 AM 1 0 5 6 0 41 1 42 4 0 1 5 6 37 0 43 96
07:45 AM 3 0 2 5 0 82 3 85 2 0 2 4 6 41 0 47 141
Total 8 0 20 28 1 211 5 217 10 0 5 15 18 130 2 150 410
08:00 AM 1 0 9 10 2 113 1 116 3 0 1 4 7 64 0 71 201
08:15 AM 2 2 9 13 0 68 2 70 2 1 1 4 8 78 0 86 173
08:30 AM 1 0 8 9 1 49 1 51 1 0 4 5 8 59 0 67 132
08:45 AM 1 1 7 9 0 50 2 52 4 1 1 6 7 46 1 54 121
Total 5 3 33 41 3 280 6 289 10 2 7 19 30 247 1 278 627
Grand Total 13 3 53 69 4 491 11 506 20 2 12 34 48 377 3 428 1037 Apprch % 18.8 4.3 76.8 0.8 97 2.2 58.8 5.9 35.3 11.2 88.1 0.7 Total % 1.3 0.3 5.1 6.7 0.4 47.3 1.1 48.8 1.9 0.2 1.2 3.3 4.6 36.4 0.3 41.3 Driveway 4
Southbound
Dexter Avenue
Westbound
Dexter Place
Northbound
Dexter 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 07:45 AM
07:45 AM 3 0 2 5 0 82 3 85 2 0 2 4 6 41 0 47 141
08:00 AM 1 0 9 10 2 113 1 116 3 0 1 4 7 64 0 71 201
08:15 AM 2 2 9 13 0 68 2 70 2 1 1 4 8 78 0 86 173
08:30 AM 1 0 8 9 1 49 1 51 1 0 4 5 8 59 0 67 132
Total Volume 7 2 28 37 3 312 7 322 8 1 8 17 29 242 0 271 647 % App. Total 18.9 5.4 75.7 0.9 96.9 2.2 47.1 5.9 47.1 10.7 89.3 0 PHF .583 .250 .778 .712 .375 .690 .583 .694 .667 .250 .500 .850 .906 .776 .000 .788 .805 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 08_LKE_DW4_Dex AM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Driveway 4/Dexter Place
E/W: Dexter Avenue
Weather: Clear
Driveway 4
Dexter Avenue
Dexter Avenue
Dexter Place
Right
28 Thru
2 Left
7 Out In Total
37 37 74
Right
7 Thru
312
Left
3 Out Total In
257 322 579
Left
8 Thru
1 Right
8 Out In Total
5 17 22
Left
29 Thru
242
Right
0 Total Out In
348 271 619
Peak Hour Begins at 07:45 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:
08:00 AM 07:45 AM 08:00 AM 08:00 AM
+0 mins. 1 0 9 10 0 82 3 85 3 0 1 4 7 64 0 71
+15 mins. 2 2 9 13 2 113 1 116 2 1 1 4 8 78 0 86
+30 mins. 1 0 8 9 0 68 2 70 1 0 4 5 8 59 0 67
+45 mins. 1 1 7 9 1 49 1 51 4 1 1 6 7 46 1 54
Total Volume 5 3 33 41 3 312 7 322 10 2 7 19 30 247 1 278 % App. Total 12.2 7.3 80.5 0.9 96.9 2.2 52.6 10.5 36.8 10.8 88.8 0.4 PHF .625 .375 .917 .788 .375 .690 .583 .694 .625 .500 .438 .792 .938 .792 .250 .808 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 08_LKE_DW4_Dex PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 1
City of Lake Elsinore
N/S: Driveway 4/Dexter Place
E/W: Dexter Avenue
Weather: Clear
Groups Printed- Total Volume
Driveway 4
Southbound
Dexter Avenue
Westbound
Dexter Place
Northbound
Dexter 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 04:00 PM 4 0 13 17 0 67 4 71 7 1 5 13 19 80 2 101 202
04:15 PM 4 0 13 17 1 81 5 87 2 0 1 3 11 64 1 76 183
04:30 PM 3 0 9 12 2 73 4 79 4 0 1 5 11 72 1 84 180
04:45 PM 2 0 9 11 3 59 6 68 3 0 1 4 7 61 0 68 151
Total 13 0 44 57 6 280 19 305 16 1 8 25 48 277 4 329 716 05:00 PM 2 0 11 13 1 79 5 85 2 0 1 3 13 73 0 86 187
05:15 PM 4 0 12 16 1 65 6 72 2 1 3 6 6 67 0 73 167
05:30 PM 5 0 7 12 1 70 12 83 4 1 1 6 16 78 1 95 196
05:45 PM 1 0 22 23 0 65 9 74 3 0 1 4 21 82 1 104 205
Total 12 0 52 64 3 279 32 314 11 2 6 19 56 300 2 358 755 Grand Total 25 0 96 121 9 559 51 619 27 3 14 44 104 577 6 687 1471 Apprch % 20.7 0 79.3 1.5 90.3 8.2 61.4 6.8 31.8 15.1 84 0.9 Total % 1.7 0 6.5 8.2 0.6 38 3.5 42.1 1.8 0.2 1 3 7.1 39.2 0.4 46.7 Driveway 4
Southbound
Dexter Avenue
Westbound
Dexter Place
Northbound
Dexter 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 05:00 PM
05:00 PM 2 0 11 13 1 79 5 85 2 0 1 3 13 73 0 86 187
05:15 PM 4 0 12 16 1 65 6 72 2 1 3 6 6 67 0 73 167
05:30 PM 5 0 7 12 1 70 12 83 4 1 1 6 16 78 1 95 196
05:45 PM 1 0 22 23 0 65 9 74 3 0 1 4 21 82 1 104 205
Total Volume 12 0 52 64 3 279 32 314 11 2 6 19 56 300 2 358 755 % App. Total 18.8 0 81.2 1 88.9 10.2 57.9 10.5 31.6 15.6 83.8 0.6 PHF .600 .000 .591 .696 .750 .883 .667 .924 .688 .500 .500 .792 .667 .915 .500 .861 .921 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
File Name : 08_LKE_DW4_Dex PM
Site Code : 10825381
Start Date : 4/15/2025
Page No : 2
City of Lake Elsinore
N/S: Driveway 4/Dexter Place
E/W: Dexter Avenue
Weather: Clear
Driveway 4
Dexter Avenue
Dexter Avenue
Dexter Place
Right
52 Thru
0 Left
12 Out In Total
90 64 154
Right
32 Thru
279
Left
3 Out Total In
318 314 632
Left
11 Thru
2 Right
6 Out In Total
5 19 24
Left
56 Thru
300
Right
2 Total Out In
342 358 700
Peak Hour Begins at 05:00 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:
05:00 PM 04:15 PM 04:00 PM 05:00 PM
+0 mins. 2 0 11 13 1 81 5 87 7 1 5 13 13 73 0 86
+15 mins. 4 0 12 16 2 73 4 79 2 0 1 3 6 67 0 73
+30 mins. 5 0 7 12 3 59 6 68 4 0 1 5 16 78 1 95
+45 mins. 1 0 22 23 1 79 5 85 3 0 1 4 21 82 1 104
Total Volume 12 0 52 64 7 292 20 319 16 1 8 25 56 300 2 358 % App. Total 18.8 0 81.2 2.2 91.5 6.3 64 4 32 15.6 83.8 0.6 PHF .600 .000 .591 .696 .583 .901 .833 .917 .571 .250 .400 .481 .667 .915 .500 .861 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
2018 2025 2026 2045 % Growth
CAM DEL NORTE 3,031.31 4,744.50 4,989.24 9,639.35 5.16%COLLIER AVE 12,771.54 15,567.24 15,966.62 23,554.94 2.57%DEXTER AVE 3,742.90 4,499.69 4,607.81 6,661.96 2.40%CENTRAL AVE 36,158.00 38,429.73 38,754.26 44,920.40 0.84%3RD ST 1,573.32 2,978.26 3,178.97 6,992.37 6.74% Weighted Average

1.93%

APPENDIX B

SUMMARY OF RIVCOM GROWTH RATE JUSTIFICATION
Lake Elsinore Walmart Fuel StationTraffic Impact Study
Kimley-Horn and Associates, Inc.

August 2025

APPENDIX C

INTERSECTION ANALYSIS

WORKSHEETS
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 05/19/2025
Existing AM 7:57 am 03/31/2025 Baseline Synchro 12 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 96 46 65 86 69 55 96 751 142 91 1356 106 Future Volume (veh/h) 96 46 65 86 69 55 96 751 142 91 1356 106 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 130 62 88 126 101 81 112 873 165 106 1577 123 Peak Hour Factor 0.74 0.74 0.74 0.68 0.68 0.68 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 335 146 208 193 583 494 177 1685 840 135 1773 791 Arrive On Green 0.21 0.21 0.21 0.06 0.31 0.31 0.05 0.47 0.47 0.08 0.50 0.50 Sat Flow, veh/h 1202 699 992 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 130 0 150 126 101 81 112 873 165 106 1577 123 Grp Sat Flow(s),veh/h/ln 1202 0 1692 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 8.3 0.0 6.7 3.1 3.4 3.2 2.8 14.8 4.7 5.1 34.7 3.7 Cycle Q Clear(g_c), s 8.3 0.0 6.7 3.1 3.4 3.2 2.8 14.8 4.7 5.1 34.7 3.7 Prop In Lane 1.00 0.59 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 335 0 354 193 583 494 177 1685 840 135 1773 791 V/C Ratio(X) 0.39 0.00 0.42 0.65 0.17 0.16 0.63 0.52 0.20 0.78 0.89 0.16 Avail Cap(c_a), veh/h 335 0 354 199 583 494 199 1685 840 226 1886 841 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.4 0.0 29.7 40.1 21.7 21.7 40.3 15.9 10.7 39.4 19.6 11.8 Incr Delay (d2), s/veh 3.4 0.0 3.7 7.0 0.6 0.7 5.3 0.3 0.1 9.5 5.5 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 2.9 1.5 1.5 1.2 1.2 5.2 1.4 2.4 13.1 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 33.8 0.0 33.4 47.1 22.4 22.4 45.6 16.2 10.8 48.8 25.0 11.9 LnGrp LOS C C D C C D B B D C B
Approach Vol, veh/h 280 308 1150 1806
Approach Delay, s/veh 33.6 32.5 18.3 25.5
Approach LOS C C B C
Timer - Assigned Phs 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 31.0 10.6 45.1 8.9 22.1 8.4 47.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 27.0 11.0 40.0 5.0 18.0 5.0 46.0 Max Q Clear Time (g_c+I1), s 5.4 7.1 16.8 5.1 10.3 4.8 36.7 Green Ext Time (p_c), s 0.7 0.1 6.2 0.0 0.7 0.0 6.6
Intersection Summary
HCM 7th Control Delay, s/veh 24.4
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
2: Dexter Ave & Central Ave 05/19/2025
Existing AM 7:57 am 03/31/2025 Baseline Synchro 12 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 68 123 434 131 212 20 351 987 140 54 1268 117 Future Volume (veh/h) 68 123 434 131 212 20 351 987 140 54 1268 117 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 96 173 611 164 265 25 394 1109 157 61 1425 131 Peak Hour Factor 0.71 0.71 0.71 0.80 0.80 0.80 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 122 371 700 198 406 38 434 2346 728 78 1673 412 Arrive On Green 0.07 0.20 0.20 0.11 0.24 0.24 0.24 0.46 0.46 0.04 0.26 0.26 Sat Flow, veh/h 1781 1870 1585 1781 1683 159 1781 5106 1585 1781 6434 1585 Grp Volume(v), veh/h 96 173 611 164 0 290 394 1109 157 61 1425 131 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1781 0 1842 1781 1702 1585 1781 1609 1585 Q Serve(g_s), s 4.5 7.0 17.0 7.7 0.0 12.2 18.4 12.8 5.1 2.9 18.0 5.7 Cycle Q Clear(g_c), s 4.5 7.0 17.0 7.7 0.0 12.2 18.4 12.8 5.1 2.9 18.0 5.7 Prop In Lane 1.00 1.00 1.00 0.09 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 122 371 700 198 0 444 434 2346 728 78 1673 412 V/C Ratio(X) 0.78 0.47 0.87 0.83 0.00 0.65 0.91 0.47 0.22 0.78 0.85 0.32 Avail Cap(c_a), veh/h 146 371 700 208 0 444 499 2346 728 166 1727 426 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.3 30.3 21.7 37.3 0.0 29.3 31.5 16.0 13.9 40.5 30.1 25.6 Incr Delay (d2), s/veh 20.6 0.9 11.7 22.5 0.0 3.4 18.9 0.7 0.7 15.1 4.2 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.6 3.0 12.4 4.5 0.0 5.6 9.7 4.7 1.8 1.5 6.8 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 59.9 31.2 33.4 59.8 0.0 32.7 50.4 16.7 14.6 55.6 34.3 26.0 LnGrp LOS E C C E C D B B E C C
Approach Vol, veh/h 880 454 1660 1617
Approach Delay, s/veh 35.8 42.5 24.5 34.5
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.8 43.4 13.5 21.0 24.9 26.3 9.9 24.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 39.0 10.0 17.0 24.0 23.0 7.0 20.0 Max Q Clear Time (g_c+I1), s 4.9 14.8 9.7 19.0 20.4 20.0 6.5 14.2 Green Ext Time (p_c), s 0.0 8.7 0.0 0.0 0.5 2.2 0.0 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 31.9
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp 05/19/2025 Existing AM 7:57 am 03/31/2025 Baseline Synchro 12 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 407 5 475 93 1009 0 0 1406 394 Future Volume (veh/h) 0 0 0 407 5 475 93 1009 0 0 1406 394 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 652 0 353 106 1147 0 0 1496 419
Peak Hour Factor 0.87 0.87 0.87 0.88 0.88 0.88 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 1430 0 636 136 2560 0 0 1922 597
Arrive On Green 0.40 0.00 0.40 0.08 0.50 0.00 0.00 0.38 0.38 Sat Flow, veh/h 3563 0 1585 1781 5274 0 0 5274 1585
Grp Volume(v), veh/h 652 0 353 106 1147 0 0 1496 419
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1702 0 0 1702 1585 Q Serve(g_s), s 11.0 0.0 14.1 4.8 11.9 0.0 0.0 21.2 18.4 Cycle Q Clear(g_c), s 11.0 0.0 14.1 4.8 11.9 0.0 0.0 21.2 18.4 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 1430 0 636 136 2560 0 0 1922 597 V/C Ratio(X) 0.46 0.00 0.55 0.78 0.45 0.00 0.00 0.78 0.70 Avail Cap(c_a), veh/h 1430 0 636 238 3043 0 0 2111 655
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 18.0 0.0 19.0 37.3 13.2 0.0 0.0 22.6 21.7 Incr Delay (d2), s/veh 1.1 0.0 3.5 9.3 0.1 0.0 0.0 1.8 3.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 0.0 5.5 2.4 4.2 0.0 0.0 8.0 6.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 19.1 0.0 22.4 46.6 13.3 0.0 0.0 24.4 24.8 LnGrp LOS B C D B C C
Approach Vol, veh/h 1005 1253 1915
Approach Delay, s/veh 20.3 16.1 24.5
Approach LOS C B C
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 37.0 45.2 10.3 35.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 33.0 49.0 11.0 34.0
Max Q Clear Time (g_c+I1), s 16.1 13.9 6.8 23.2
Green Ext Time (p_c), s 3.6 10.4 0.1 7.7
Intersection Summary
HCM 7th Control Delay, s/veh 20.9
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave 05/19/2025 Existing AM 7:57 am 03/31/2025 Baseline Synchro 12 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 321 0 220 0 0 0 0 780 520 583 1263 0 Future Volume (veh/h) 321 0 220 0 0 0 0 780 520 583 1263 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 453 0 171 0 897 598 614 1329 0
Peak Hour Factor 0.86 0.86 0.86 0.87 0.87 0.87 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 966 0 430 0 1926 598 726 2255 0
Arrive On Green 0.27 0.00 0.27 0.00 0.38 0.38 0.21 0.63 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 3456 3647 0
Grp Volume(v), veh/h 453 0 171 0 897 598 614 1329 0
Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1702 1585 1728 1777 0 Q Serve(g_s), s 9.0 0.0 7.5 0.0 11.3 32.0 14.5 18.5 0.0 Cycle Q Clear(g_c), s 9.0 0.0 7.5 0.0 11.3 32.0 14.5 18.5 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 966 0 430 0 1926 598 726 2255 0
V/C Ratio(X) 0.47 0.00 0.40 0.00 0.47 1.00 0.85 0.59 0.00 Avail Cap(c_a), veh/h 966 0 430 0 1926 598 937 2472 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 25.8 0.0 25.3 0.0 20.0 26.4 32.2 9.0 0.0 Incr Delay (d2), s/veh 1.6 0.0 2.7 0.0 0.2 36.8 5.8 0.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.7 0.0 2.9 0.0 4.1 17.0 6.3 5.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 27.4 0.0 28.0 0.0 20.1 63.2 37.9 9.4 0.0 LnGrp LOS C C C E D A
Approach Vol, veh/h 624 1495 1943
Approach Delay, s/veh 27.6 37.4 18.4
Approach LOS C D B
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 21.8 36.0 27.0 57.8
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 23.0 32.0 23.0 59.0
Max Q Clear Time (g_c+I1), s 16.5 34.0 11.0 20.5
Green Ext Time (p_c), s 1.3 0.0 1.8 12.4
Intersection Summary
HCM 7th Control Delay, s/veh 26.8
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
5: Central Ave & Driveway 1 05/19/2025
Existing AM 7:57 am 03/31/2025 Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 162 0 0 36 0 1487 129 0 1139 52
Future Vol, veh/h 0 0 162 0 0 36 0 1487 129 0 1139 52
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - None - - None - - Free
Storage Length - - 0 - - 0 - - 149 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 64 92 64 92 91 91 86 86 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 176 0 0 56 0 1634 142 0 1324 57
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 662 - - 817 - 0 0 - - 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 7.14 - - 7.14 - - - - - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.92 - - 3.92 - - - - - -
Pot Cap-1 Maneuver 0 0 347 0 0 274 0 - - 0 - 0
Stage 1 0 0 - 0 0 - 0 - - 0 - 0
Stage 2 0 0 - 0 0 - 0 - - 0 - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 347 - - 274 - - - - - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v25.64 21.48 0 0

HCM LOS D C
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT
Capacity (veh/h) - - 347 274 -
HCM Lane V/C Ratio - - 0.508 0.205 -
HCM Control Delay (s/veh) - - 25.6 21.5 -
HCM Lane LOS - - D C -
HCM 95th %tile Q(veh) - - 2.7 0.8 -
HCM 7th TWSC
6: Driveway 2 & Cambern Ave 05/19/2025
Existing AM 7:57 am 03/31/2025 Baseline Synchro 12 Report

Page 6 ends

Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 119 64 0 210 1 0 0 27 0 0 2
Future Vol, veh/h 0 119 64 0 210 1 0 0 27 0 0 2
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - 0 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 88 88 68 68 92 75 92 75 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 135 73 0 309 1 0 0 36 0 0 2
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 104 - - 154
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - - - - - - - 6.94 - - 6.94
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.32 - - 3.32
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 931 0 0 864
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 931 - - 864
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 9.02 9.18

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 931 - - - - 864
HCM Lane V/C Ratio 0.039 - - - - 0.003
HCM Control Delay (s/veh) 9 - - - - 9.2
HCM Lane LOS A - - - - A
HCM 95th %tile Q(veh) 0.1 - - - - 0
HCM 7th TWSC
7: Driveway 3 & Cambern Ave 05/19/2025
Existing AM 7:57 am 03/31/2025 Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 2.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 95 22 15 137 1 55 0 15 0 0 0
Future Vol, veh/h 0 95 22 15 137 1 55 0 15 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 0 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 65 65 67 67 92 76 92 76 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 146 34 22 204 1 72 0 20 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 180 0 0 310 - 90 322 429 102 Stage 1 - - - - - - 163 - - 249 249 -
Stage 2 - - - - - - 147 - - 73 180 -
Critical Hdwy - - - 4.14 - - 7.54 - 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 - - 6.54 5.54 -
Critical Hdwy Stg 2 - - - - - - 6.54 - - 6.54 5.54 -
Follow-up Hdwy - - - 2.22 - - 3.52 - 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 1393 - - 619 0 950 607 517 933 Stage 1 0 - - - - - 823 0 - 733 699 -
Stage 2 0 - - - - - 841 0 - 928 749 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - 1393 - - 609 - 950 584 508 933 Mov Cap-2 Maneuver - - - - - - 609 - - 584 508 -
Stage 1 - - - - - - 823 - - 720 687 -
Stage 2 - - - - - - 826 - - 909 749 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.84 11.34 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 659 - - 355 - - -
HCM Lane V/C Ratio 0.14 - - 0.016 - - -
HCM Control Delay (s/veh) 11.3 - - 7.6 0.1 - 0
HCM Lane LOS B - - A A - A
HCM 95th %tile Q(veh) 0.5 - - 0 - - -
HCM 7th TWSC
8: Dexter Ave & Driveway 4 05/19/2025
Existing AM 7:57 am 03/31/2025 Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 29 242 0 3 312 7 8 1 8 7 2 28
Future Vol, veh/h 29 242 0 3 312 7 8 1 8 7 2 28
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 92 92 69 69 92 92 92 71 92 71
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 37 306 0 3 452 10 9 1 9 10 2 39
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 462 0 0 306 0 0 840 849 306 844 844 457 Stage 1 - - - - - - 380 380 - 464 464 -
Stage 2 - - - - - - 460 469 - 380 380 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1099 - - 1254 - - 285 298 734 283 300 603 Stage 1 - - - - - - 642 614 - 579 564 -
Stage 2 - - - - - - 581 561 - 642 614 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1099 - - 1254 - - 253 285 734 267 287 603 Mov Cap-2 Maneuver - - - - - - 253 285 - 267 287 -
Stage 1 - - - - - - 616 589 - 576 562 -
Stage 2 - - - - - - 539 559 - 608 589 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.9 0.06 15.26 13.64

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 369 193 - - 13 - - 468
HCM Lane V/C Ratio 0.05 0.033 - - 0.003 - - 0.11
HCM Control Delay (s/veh) 15.3 8.4 0 - 7.9 0 - 13.6
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.4
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 05/19/2025
Existing PM 9:55 am 05/14/2025 Baseline Synchro 12 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 279 127 64 77 126 221 91 1294 75 168 1086 158 Future Volume (veh/h) 279 127 64 77 126 221 91 1294 75 168 1086 158 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 310 141 71 81 133 233 96 1362 79 183 1180 172 Peak Hour Factor 0.90 0.90 0.90 0.95 0.95 0.95 0.95 0.95 0.95 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 367 332 167 136 686 581 156 1382 679 198 1616 721 Arrive On Green 0.28 0.28 0.28 0.04 0.37 0.37 0.05 0.39 0.39 0.11 0.45 0.45 Sat Flow, veh/h 1016 1173 591 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 310 0 212 81 133 233 96 1362 79 183 1180 172 Grp Sat Flow(s),veh/h/ln 1016 0 1764 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 25.5 0.0 8.8 2.1 4.4 9.8 2.5 34.2 2.7 9.2 24.4 6.0 Cycle Q Clear(g_c), s 25.5 0.0 8.8 2.1 4.4 9.8 2.5 34.2 2.7 9.2 24.4 6.0 Prop In Lane 1.00 0.33 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 367 0 499 136 686 581 156 1382 679 198 1616 721 V/C Ratio(X) 0.84 0.00 0.42 0.60 0.19 0.40 0.62 0.99 0.12 0.92 0.73 0.24 Avail Cap(c_a), veh/h 367 0 499 154 686 581 192 1382 679 198 1616 721 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.2 0.0 26.3 42.5 19.4 21.2 42.2 27.2 15.5 39.6 20.0 15.0 Incr Delay (d2), s/veh 20.5 0.0 2.6 4.9 0.6 2.1 3.9 20.7 0.1 43.2 1.7 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.6 0.0 3.9 0.9 1.9 3.6 1.1 16.7 0.9 6.1 9.1 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.7 0.0 28.9 47.5 20.1 23.2 46.1 48.0 15.6 82.9 21.7 15.2 LnGrp LOS D C D C C D D B F C B
Approach Vol, veh/h 522 447 1537 1535
Approach Delay, s/veh 43.6 26.7 46.2 28.3
Approach LOS D C D C
Timer - Assigned Phs 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 37.0 14.0 39.0 7.5 29.5 8.1 44.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 33.0 10.0 35.0 4.0 25.0 5.0 40.0 Max Q Clear Time (g_c+I1), s 11.8 11.2 36.2 4.1 27.5 4.5 26.4 Green Ext Time (p_c), s 1.4 0.0 0.0 0.0 0.0 0.0 6.8
Intersection Summary
HCM 7th Control Delay, s/veh 36.9
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
2: Dexter Ave & Central Ave 05/19/2025
Existing PM 9:55 am 05/14/2025 Baseline Synchro 12 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 90 101 238 156 141 54 270 1444 207 76 1043 65 Future Volume (veh/h) 90 101 238 156 141 54 270 1444 207 76 1043 65 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 100 112 264 181 164 63 290 1553 223 78 1064 66 Peak Hour Factor 0.90 0.90 0.90 0.86 0.86 0.86 0.93 0.93 0.93 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 129 302 556 222 275 106 337 2324 721 100 2074 511 Arrive On Green 0.07 0.16 0.16 0.12 0.21 0.21 0.19 0.46 0.46 0.06 0.32 0.32 Sat Flow, veh/h 1781 1870 1585 1781 1287 494 1781 5106 1585 1781 6434 1585 Grp Volume(v), veh/h 100 112 264 181 0 227 290 1553 223 78 1064 66 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1781 0 1781 1781 1702 1585 1781 1609 1585 Q Serve(g_s), s 4.4 4.2 10.3 7.8 0.0 9.1 12.5 18.8 7.1 3.4 10.6 2.3 Cycle Q Clear(g_c), s 4.4 4.2 10.3 7.8 0.0 9.1 12.5 18.8 7.1 3.4 10.6 2.3 Prop In Lane 1.00 1.00 1.00 0.28 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 129 302 556 222 0 381 337 2324 721 100 2074 511 V/C Ratio(X) 0.78 0.37 0.47 0.82 0.00 0.60 0.86 0.67 0.31 0.78 0.51 0.13 Avail Cap(c_a), veh/h 248 378 620 338 0 450 495 2324 721 158 2074 511 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.1 29.6 20.0 33.7 0.0 28.0 31.1 16.9 13.7 36.8 21.8 18.9 Incr Delay (d2), s/veh 9.5 0.8 0.6 8.8 0.0 1.5 10.0 1.5 1.1 12.1 0.2 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.1 1.8 3.6 3.8 0.0 3.8 6.0 6.7 2.5 1.7 3.6 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 45.6 30.3 20.6 42.6 0.0 29.5 41.1 18.4 14.8 48.9 22.0 19.1 LnGrp LOS D C C D C D B B D C B
Approach Vol, veh/h 476 408 2066 1208
Approach Delay, s/veh 28.2 35.3 21.2 23.5
Approach LOS C D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.5 40.0 13.9 16.8 19.0 29.5 9.7 20.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 36.0 15.0 16.0 22.0 21.0 11.0 20.0 Max Q Clear Time (g_c+I1), s 5.4 20.8 9.8 12.3 14.5 12.6 6.4 11.1 Green Ext Time (p_c), s 0.0 9.7 0.2 0.5 0.5 4.2 0.1 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 24.1
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp 05/19/2025 Existing PM 9:55 am 05/14/2025 Baseline Synchro 12 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 296 1 627 56 1325 0 0 1024 379 Future Volume (veh/h) 0 0 0 296 1 627 56 1325 0 0 1024 379 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 217 0 805 59 1395 0 0 1056 391
Peak Hour Factor 0.91 0.91 0.91 0.95 0.95 0.95 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 898 0 1599 76 2041 0 0 1579 490
Arrive On Green 0.50 0.00 0.50 0.04 0.40 0.00 0.00 0.31 0.31 Sat Flow, veh/h 1781 0 3170 1781 5274 0 0 5274 1585
Grp Volume(v), veh/h 217 0 805 59 1395 0 0 1056 391
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1702 0 0 1702 1585 Q Serve(g_s), s 5.7 0.0 14.1 2.7 18.8 0.0 0.0 15.0 18.8 Cycle Q Clear(g_c), s 5.7 0.0 14.1 2.7 18.8 0.0 0.0 15.0 18.8 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 898 0 1599 76 2041 0 0 1579 490
V/C Ratio(X) 0.24 0.00 0.50 0.78 0.68 0.00 0.00 0.67 0.80 Avail Cap(c_a), veh/h 898 0 1599 150 2452 0 0 1778 552
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 11.7 0.0 13.7 39.5 20.6 0.0 0.0 25.1 26.4 Incr Delay (d2), s/veh 0.6 0.0 1.1 15.7 0.6 0.0 0.0 0.8 7.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.0 4.9 1.5 7.1 0.0 0.0 5.7 7.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 12.3 0.0 14.9 55.2 21.3 0.0 0.0 25.9 33.7 LnGrp LOS B B E C C C
Approach Vol, veh/h 1022 1454 1447
Approach Delay, s/veh 14.3 22.6 28.0
Approach LOS B C C
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 46.0 37.3 7.5 29.8
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 42.0 40.0 7.0 29.0
Max Q Clear Time (g_c+I1), s 16.1 20.8 4.7 20.8
Green Ext Time (p_c), s 4.5 10.1 0.0 4.9
Intersection Summary
HCM 7th Control Delay, s/veh 22.4
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave 05/19/2025 Existing PM 9:55 am 05/14/2025 Baseline Synchro 12 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 520 3 101 0 0 0 0 942 260 406 910 0 Future Volume (veh/h) 520 3 101 0 0 0 0 942 260 406 910 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 643 0 79 0 1024 283 456 1022 0
Peak Hour Factor 0.86 0.86 0.86 0.92 0.92 0.92 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 1423 0 633 0 1427 443 575 1767 0
Arrive On Green 0.40 0.00 0.40 0.00 0.28 0.28 0.17 0.50 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 3456 3647 0
Grp Volume(v), veh/h 643 0 79 0 1024 283 456 1022 0
Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1702 1585 1728 1777 0 Q Serve(g_s), s 10.3 0.0 2.4 0.0 14.0 12.2 9.8 15.7 0.0 Cycle Q Clear(g_c), s 10.3 0.0 2.4 0.0 14.0 12.2 9.8 15.7 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 1423 0 633 0 1427 443 575 1767 0 V/C Ratio(X) 0.45 0.00 0.12 0.00 0.72 0.64 0.79 0.58 0.00 Avail Cap(c_a), veh/h 1423 0 633 0 1777 552 891 2336 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 17.1 0.0 14.7 0.0 25.2 24.5 31.1 13.8 0.0 Incr Delay (d2), s/veh 1.0 0.0 0.4 0.0 1.1 1.7 2.7 0.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.9 0.0 0.8 0.0 5.4 4.4 4.1 5.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.1 0.0 15.1 0.0 26.3 26.2 33.8 14.1 0.0 LnGrp LOS B B C C C B
Approach Vol, veh/h 722 1307 1478
Approach Delay, s/veh 17.8 26.3 20.1
Approach LOS B C C
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 16.9 25.7 35.0 42.6
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 27.0 31.0 51.0
Max Q Clear Time (g_c+I1), s 11.8 16.0 12.3 17.7
Green Ext Time (p_c), s 1.1 5.7 2.5 8.2
Intersection Summary
HCM 7th Control Delay, s/veh 21.9
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
5: Central Ave & Driveway 1 05/19/2025
Existing PM 9:55 am 05/14/2025 Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 1.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 162 0 0 36 0 1487 129 0 1139 52
Future Vol, veh/h 0 0 162 0 0 36 0 1487 129 0 1139 52
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - None - - None - - Free
Storage Length - - 0 - - 0 - - 149 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 64 64 64 91 91 91 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 180 0 0 56 0 1634 142 0 1324 60
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 662 - - 817 - 0 0 - - 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 7.14 - - 7.14 - - - - - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.92 - - 3.92 - - - - - -
Pot Cap-1 Maneuver 0 0 347 0 0 274 0 - - 0 - 0
Stage 1 0 0 - 0 0 - 0 - - 0 - 0
Stage 2 0 0 - 0 0 - 0 - - 0 - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 347 - - 274 - - - - - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v26.08 21.48 0 0

HCM LOS D C
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT
Capacity (veh/h) - - 347 274 -
HCM Lane V/C Ratio - - 0.519 0.205 -
HCM Control Delay (s/veh) - - 26.1 21.5 -
HCM Lane LOS - - D C -
HCM 95th %tile Q(veh) - - 2.9 0.8 -
HCM 7th TWSC
6: Driveway 2 & Cambern Ave 05/19/2025
Existing PM 9:55 am 05/14/2025 Baseline Synchro 12 Report

Page 6 ends

Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 242 125 0 410 0 0 0 118 0 0 0
Future Vol, veh/h 0 242 125 0 410 0 0 0 118 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - 0 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 89 89 89 84 84 84 25 25 25
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 263 136 0 461 0 0 0 140 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 199 - - 230
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - - - - - - - 6.94 - - 6.94
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.32 - - 3.32
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 808 0 0 772
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 808 - - 772
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 10.39 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 808 - - - - -
HCM Lane V/C Ratio 0.174 - - - - -
HCM Control Delay (s/veh) 10.4 - - - - 0
HCM Lane LOS B - - - - A
HCM 95th %tile Q(veh) 0.6 - - - - -
HCM 7th TWSC
7: Driveway 3 & Cambern Ave 05/19/2025
Existing PM 9:55 am 05/14/2025 Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 4.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 184 37 24 163 0 154 1 31 0 0 0
Future Vol, veh/h 0 184 37 24 163 0 154 1 31 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 0 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 81 81 81 85 85 85 91 91 91 25 25 25
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 227 46 28 192 0 169 1 34 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 273 0 0 402 498 136 362 521 96 Stage 1 - - - - - - 250 250 - 248 248 -
Stage 2 - - - - - - 152 248 - 114 273 -
Critical Hdwy - - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 1287 - - 533 472 887 569 458 942 Stage 1 0 - - - - - 732 699 - 734 700 -
Stage 2 0 - - - - - 835 700 - 878 683 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - 1287 - - 520 461 887 533 448 942 Mov Cap-2 Maneuver - - - - - - 520 461 - 533 448 -
Stage 1 - - - - - - 732 699 - 717 684 -
Stage 2 - - - - - - 815 684 - 843 683 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 1.13 15.07 0

HCM LOS C A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 559 - - 462 - - -
HCM Lane V/C Ratio 0.364 - - 0.022 - - -
HCM Control Delay (s/veh) 15.1 - - 7.9 0.1 - 0
HCM Lane LOS C - - A A - A
HCM 95th %tile Q(veh) 1.7 - - 0.1 - - -
HCM 7th TWSC
8: Dexter Ave & Driveway 4 05/19/2025
Existing PM 9:55 am 05/14/2025 Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 2.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 56 300 2 3 279 32 11 2 6 12 0 52
Future Vol, veh/h 56 300 2 3 279 32 11 2 6 12 0 52
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 86 86 86 92 92 92 79 79 79 70 70 70
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 65 349 2 3 303 35 14 3 8 17 0 74
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 338 0 0 351 0 0 790 825 350 808 809 321 Stage 1 - - - - - - 480 480 - 327 327 -
Stage 2 - - - - - - 310 345 - 480 481 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1221 - - 1208 - - 308 308 693 300 315 720 Stage 1 - - - - - - 567 554 - 686 648 -
Stage 2 - - - - - - 700 636 - 567 554 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1221 - - 1208 - - 257 286 693 273 293 720 Mov Cap-2 Maneuver - - - - - - 257 286 - 273 293 -
Stage 1 - - - - - - 529 518 - 683 645 -
Stage 2 - - - - - - 626 634 - 521 517 -
Approach EB WB NB SB
HCM Control Delay, s/v 1.27 0.08 16.96 12.82

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 325 281 - - 17 - - 551
HCM Lane V/C Ratio 0.074 0.053 - - 0.003 - - 0.166
HCM Control Delay (s/veh) 17 8.1 0 - 8 0 - 12.8
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 0.6
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 05/19/2025
_OY 2026 AM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 98 47 66 88 70 56 98 766 145 93 1383 108 Future Volume (veh/h) 98 47 66 88 70 56 98 766 145 93 1383 108 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 103 49 69 93 74 59 103 806 153 98 1456 114 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 377 163 229 155 607 514 168 1638 801 126 1717 766 Arrive On Green 0.23 0.23 0.23 0.04 0.32 0.32 0.05 0.46 0.46 0.07 0.48 0.48 Sat Flow, veh/h 1257 703 990 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 103 0 118 93 74 59 103 806 153 98 1456 114 Grp Sat Flow(s),veh/h/ln 1257 0 1692 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 5.7 0.0 4.8 2.2 2.3 2.2 2.4 13.2 4.4 4.5 29.9 3.3 Cycle Q Clear(g_c), s 5.7 0.0 4.8 2.2 2.3 2.2 2.4 13.2 4.4 4.5 29.9 3.3 Prop In Lane 1.00 0.58 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 377 0 392 155 607 514 168 1638 801 126 1717 766 V/C Ratio(X) 0.27 0.00 0.30 0.60 0.12 0.11 0.61 0.49 0.19 0.78 0.85 0.15 Avail Cap(c_a), veh/h 377 0 392 208 607 514 208 1707 832 235 1963 876 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.8 0.0 26.4 39.0 19.8 19.7 38.8 15.7 11.3 38.0 18.8 12.0 Incr Delay (d2), s/veh 1.8 0.0 2.0 3.7 0.4 0.5 3.6 0.2 0.1 9.8 3.3 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 2.0 1.0 1.0 0.8 1.1 4.6 1.3 2.2 10.9 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 28.6 0.0 28.4 42.8 20.2 20.2 42.5 15.9 11.4 47.9 22.2 12.1 LnGrp LOS C C D C C D B B D C B
Approach Vol, veh/h 221 226 1062 1668
Approach Delay, s/veh 28.5 29.5 17.8 23.0
Approach LOS C C B C
Timer - Assigned Phs 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 31.0 9.9 42.4 7.7 23.3 8.0 44.2 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 27.0 11.0 40.0 5.0 18.0 5.0 46.0 Max Q Clear Time (g_c+I1), s 4.3 6.5 15.2 4.2 7.7 4.4 31.9 Green Ext Time (p_c), s 0.5 0.1 5.8 0.0 0.6 0.0 8.4
Intersection Summary
HCM 7th Control Delay, s/veh 22.1
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
2: Dexter Ave & Central Ave 05/19/2025
_OY 2026 AM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 69 125 443 134 216 20 358 1007 143 55 1293 119 Future Volume (veh/h) 69 125 443 134 216 20 358 1007 143 55 1293 119 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 73 132 466 141 227 21 377 1060 151 58 1361 125 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 94 380 695 175 419 39 419 2379 738 74 1751 431 Arrive On Green 0.05 0.20 0.20 0.10 0.25 0.25 0.24 0.47 0.47 0.04 0.27 0.27 Sat Flow, veh/h 1781 1870 1585 1781 1686 156 1781 5106 1585 1781 6434 1585 Grp Volume(v), veh/h 73 132 466 141 0 248 377 1060 151 58 1361 125 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1781 0 1842 1781 1702 1585 1781 1609 1585 Q Serve(g_s), s 3.4 5.1 17.0 6.5 0.0 9.8 17.2 11.7 4.7 2.7 16.3 5.2 Cycle Q Clear(g_c), s 3.4 5.1 17.0 6.5 0.0 9.8 17.2 11.7 4.7 2.7 16.3 5.2 Prop In Lane 1.00 1.00 1.00 0.08 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 94 380 695 175 0 458 419 2379 738 74 1751 431 V/C Ratio(X) 0.78 0.35 0.67 0.81 0.00 0.54 0.90 0.45 0.20 0.78 0.78 0.29 Avail Cap(c_a), veh/h 149 380 695 213 0 458 511 2379 738 170 1768 435 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.2 28.6 18.7 37.0 0.0 27.3 31.0 15.1 13.2 39.7 28.1 24.1 Incr Delay (d2), s/veh 12.8 0.5 2.5 16.9 0.0 1.3 16.5 0.6 0.6 15.9 2.2 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.7 2.2 7.0 3.6 0.0 4.3 8.8 4.2 1.7 1.4 5.9 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 51.9 29.1 21.2 53.9 0.0 28.6 47.5 15.7 13.8 55.6 30.4 24.4 LnGrp LOS D C C D C D B B E C C
Approach Vol, veh/h 671 389 1588 1544
Approach Delay, s/veh 26.1 37.8 23.1 30.8
Approach LOS C D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.5 43.0 12.2 21.0 23.7 26.8 8.4 24.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 39.0 10.0 17.0 24.0 23.0 7.0 20.0 Max Q Clear Time (g_c+I1), s 4.7 13.7 8.5 19.0 19.2 18.3 5.4 11.8 Green Ext Time (p_c), s 0.0 8.4 0.0 0.0 0.5 3.3 0.0 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 27.8
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp 05/19/2025 _OY 2026 AM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 415 5 485 95 1029 0 0 1434 402 Future Volume (veh/h) 0 0 0 415 5 485 95 1029 0 0 1434 402 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 610 0 330 100 1083 0 0 1509 423
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 1434 0 638 129 2552 0 0 1934 600
Arrive On Green 0.40 0.00 0.40 0.07 0.50 0.00 0.00 0.38 0.38 Sat Flow, veh/h 3563 0 1585 1781 5274 0 0 5274 1585
Grp Volume(v), veh/h 610 0 330 100 1083 0 0 1509 423
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1702 0 0 1702 1585 Q Serve(g_s), s 10.1 0.0 12.9 4.5 11.0 0.0 0.0 21.4 18.5 Cycle Q Clear(g_c), s 10.1 0.0 12.9 4.5 11.0 0.0 0.0 21.4 18.5 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 1434 0 638 129 2552 0 0 1934 600 V/C Ratio(X) 0.43 0.00 0.52 0.78 0.42 0.00 0.00 0.78 0.70 Avail Cap(c_a), veh/h 1434 0 638 239 3052 0 0 2118 657
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 17.7 0.0 18.5 37.4 13.0 0.0 0.0 22.5 21.6 Incr Delay (d2), s/veh 0.9 0.0 3.0 9.6 0.1 0.0 0.0 1.8 3.1 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 4.1 0.0 5.0 2.3 3.9 0.0 0.0 8.0 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.6 0.0 21.5 47.0 13.1 0.0 0.0 24.2 24.7 LnGrp LOS B C D B C C
Approach Vol, veh/h 940 1183 1932
Approach Delay, s/veh 19.6 16.0 24.3
Approach LOS B B C
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 37.0 45.0 9.9 35.1
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 33.0 49.0 11.0 34.0
Max Q Clear Time (g_c+I1), s 14.9 13.0 6.5 23.4
Green Ext Time (p_c), s 3.4 9.7 0.1 7.7
Intersection Summary
HCM 7th Control Delay, s/veh 20.8
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave 05/19/2025 _OY 2026 AM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 327 0 224 0 0 0 0 796 530 595 1288 0 Future Volume (veh/h) 327 0 224 0 0 0 0 796 530 595 1288 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 417 0 157 0 838 558 626 1356 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 967 0 430 0 1908 592 737 2254 0
Arrive On Green 0.27 0.00 0.27 0.00 0.37 0.37 0.21 0.63 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 3456 3647 0
Grp Volume(v), veh/h 417 0 157 0 838 558 626 1356 0
Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1702 1585 1728 1777 0 Q Serve(g_s), s 8.2 0.0 6.8 0.0 10.4 28.8 14.7 19.1 0.0 Cycle Q Clear(g_c), s 8.2 0.0 6.8 0.0 10.4 28.8 14.7 19.1 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 967 0 430 0 1908 592 737 2254 0
V/C Ratio(X) 0.43 0.00 0.37 0.00 0.44 0.94 0.85 0.60 0.00 Avail Cap(c_a), veh/h 967 0 430 0 1928 598 938 2474 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 25.5 0.0 25.0 0.0 19.9 25.7 32.0 9.2 0.0 Incr Delay (d2), s/veh 1.4 0.0 2.4 0.0 0.2 23.3 6.0 0.4 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.4 0.0 2.6 0.0 3.8 13.7 6.4 5.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 26.9 0.0 27.4 0.0 20.0 49.0 38.1 9.5 0.0 LnGrp LOS C C C D D A
Approach Vol, veh/h 574 1396 1982
Approach Delay, s/veh 27.0 31.6 18.5
Approach LOS C C B
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 22.1 35.7 27.0 57.8
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 23.0 32.0 23.0 59.0
Max Q Clear Time (g_c+I1), s 16.7 30.8 10.2 21.1
Green Ext Time (p_c), s 1.3 0.8 1.7 12.8
Intersection Summary
HCM 7th Control Delay, s/veh 24.4
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
5: Central Ave & Driveway 1 05/19/2025
_OY 2026 AM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 165 0 0 37 0 1517 132 0 1162 53
Future Vol, veh/h 0 0 165 0 0 37 0 1517 132 0 1162 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - None - - None - - Free
Storage Length - - 0 - - 0 - - 149 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 174 0 0 39 0 1597 139 0 1223 56
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 612 - - 798 - 0 0 - - 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 7.14 - - 7.14 - - - - - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.92 - - 3.92 - - - - - -
Pot Cap-1 Maneuver 0 0 374 0 0 282 0 - - 0 - 0
Stage 1 0 0 - 0 0 - 0 - - 0 - 0
Stage 2 0 0 - 0 0 - 0 - - 0 - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 374 - - 282 - - - - - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 22.7 19.79 0 0

HCM LOS C C
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT
Capacity (veh/h) - - 374 282 -
HCM Lane V/C Ratio - - 0.464 0.138 -
HCM Control Delay (s/veh) - - 22.7 19.8 -
HCM Lane LOS - - C C -
HCM 95th %tile Q(veh) - - 2.4 0.5 -
HCM 7th TWSC
6: Driveway 2 & Cambern Ave 05/19/2025
_OY 2026 AM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 6 ends

Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 121 65 0 214 1 0 0 28 0 0 2
Future Vol, veh/h 0 121 65 0 214 1 0 0 28 0 0 2
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - 0 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 127 68 0 225 1 0 0 29 0 0 2
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 98 - - 113
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - - - - - - - 6.94 - - 6.94
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.32 - - 3.32
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 939 0 0 919
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 939 - - 919
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 8.96 8.93

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 939 - - - - 919
HCM Lane V/C Ratio 0.031 - - - - 0.002
HCM Control Delay (s/veh) 9 - - - - 8.9
HCM Lane LOS A - - - - A
HCM 95th %tile Q(veh) 0.1 - - - - 0
HCM 7th TWSC
7: Driveway 3 & Cambern Ave 05/19/2025
_OY 2026 AM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 2.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 97 22 15 140 1 56 0 15 0 0 0
Future Vol, veh/h 0 97 22 15 140 1 56 0 15 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 0 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 102 23 16 147 1 59 0 16 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 125 0 0 219 - 63 230 304 74
Stage 1 - - - - - - 114 - - 179 179 -
Stage 2 - - - - - - 105 - - 51 125 -
Critical Hdwy - - - 4.14 - - 7.54 - 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 - - 6.54 5.54 -
Critical Hdwy Stg 2 - - - - - - 6.54 - - 6.54 5.54 -
Follow-up Hdwy - - - 2.22 - - 3.52 - 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 1459 - - 718 0 989 705 608 973 Stage 1 0 - - - - - 879 0 - 805 750 -
Stage 2 0 - - - - - 889 0 - 956 791 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - 1459 - - 710 - 989 686 601 973 Mov Cap-2 Maneuver - - - - - - 710 - - 686 601 -
Stage 1 - - - - - - 879 - - 796 742 -
Stage 2 - - - - - - 879 - - 940 791 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.78 10.29 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 755 - - 348 - - -
HCM Lane V/C Ratio 0.099 - - 0.011 - - -
HCM Control Delay (s/veh) 10.3 - - 7.5 0.1 - 0
HCM Lane LOS B - - A A - A
HCM 95th %tile Q(veh) 0.3 - - 0 - - -
HCM 7th TWSC
8: Dexter Ave & Driveway 4 05/19/2025
_OY 2026 AM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 1.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 247 0 3 318 7 8 1 8 7 2 29
Future Vol, veh/h 30 247 0 3 318 7 8 1 8 7 2 29
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 32 260 0 3 335 7 8 1 8 7 2 31
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 342 0 0 260 0 0 665 672 260 668 668 338 Stage 1 - - - - - - 323 323 - 345 345 -
Stage 2 - - - - - - 342 348 - 324 323 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1217 - - 1304 - - 373 377 779 372 379 704 Stage 1 - - - - - - 689 650 - 671 636 -
Stage 2 - - - - - - 673 634 - 689 650 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1217 - - 1304 - - 343 365 779 354 367 704 Mov Cap-2 Maneuver - - - - - - 343 365 - 354 367 -
Stage 1 - - - - - - 668 631 - 669 634 -
Stage 2 - - - - - - 640 632 - 659 631 -
Approach EB WB NB SB
HCM Control Delay, s/v 0.87 0.07 13 11.76

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 468 195 - - 16 - - 572
HCM Lane V/C Ratio 0.038 0.026 - - 0.002 - - 0.07
HCM Control Delay (s/veh) 13 8 0 - 7.8 0 - 11.8
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.2
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 05/19/2025
_OY 2026 PM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 285 130 65 79 129 225 93 1320 77 171 1108 161 Future Volume (veh/h) 285 130 65 79 129 225 93 1320 77 171 1108 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 300 137 68 83 136 237 98 1389 81 180 1166 169 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 365 333 165 139 686 581 158 1382 680 198 1614 720 Arrive On Green 0.28 0.28 0.28 0.04 0.37 0.37 0.05 0.39 0.39 0.11 0.45 0.45 Sat Flow, veh/h 1009 1180 585 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 300 0 205 83 136 237 98 1389 81 180 1166 169 Grp Sat Flow(s),veh/h/ln 1009 0 1765 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 25.4 0.0 8.5 2.1 4.5 10.0 2.5 35.0 2.8 9.0 24.0 5.9 Cycle Q Clear(g_c), s 25.4 0.0 8.5 2.1 4.5 10.0 2.5 35.0 2.8 9.0 24.0 5.9 Prop In Lane 1.00 0.33 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 365 0 498 139 686 581 158 1382 680 198 1614 720 V/C Ratio(X) 0.82 0.00 0.41 0.60 0.20 0.41 0.62 1.01 0.12 0.91 0.72 0.23 Avail Cap(c_a), veh/h 365 0 498 154 686 581 192 1382 680 198 1614 720 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.9 0.0 26.2 42.5 19.5 21.2 42.2 27.5 15.5 39.6 20.0 15.0 Incr Delay (d2), s/veh 18.5 0.0 2.5 5.3 0.6 2.1 4.2 25.4 0.1 39.7 1.6 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.1 0.0 3.7 1.0 2.0 3.7 1.1 17.9 0.9 5.9 8.9 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 51.5 0.0 28.7 47.8 20.1 23.3 46.3 52.9 15.5 79.3 21.6 15.2 LnGrp LOS D C D C C D F B E C B
Approach Vol, veh/h 505 456 1568 1515
Approach Delay, s/veh 42.3 26.8 50.6 27.7
Approach LOS D C D C
Timer - Assigned Phs 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 37.0 14.0 39.0 7.6 29.4 8.1 44.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 33.0 10.0 35.0 4.0 25.0 5.0 40.0 Max Q Clear Time (g_c+I1), s 12.0 11.0 37.0 4.1 27.4 4.5 26.0 Green Ext Time (p_c), s 1.4 0.0 0.0 0.0 0.0 0.0 6.8
Intersection Summary
HCM 7th Control Delay, s/veh 38.3
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
2: Dexter Ave & Central Ave 05/19/2025
_OY 2026 PM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 92 103 243 159 144 55 275 1473 211 78 1064 66 Future Volume (veh/h) 92 103 243 159 144 55 275 1473 211 78 1064 66 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 97 108 256 167 152 58 289 1551 222 82 1120 69 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 125 296 551 207 264 101 337 2354 731 105 2132 525 Arrive On Green 0.07 0.16 0.16 0.12 0.20 0.20 0.19 0.46 0.46 0.06 0.33 0.33 Sat Flow, veh/h 1781 1870 1585 1781 1290 492 1781 5106 1585 1781 6434 1585 Grp Volume(v), veh/h 97 108 256 167 0 210 289 1551 222 82 1120 69 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1781 0 1782 1781 1702 1585 1781 1609 1585 Q Serve(g_s), s 4.2 4.0 9.8 7.1 0.0 8.3 12.3 18.4 6.9 3.5 11.0 2.4 Cycle Q Clear(g_c), s 4.2 4.0 9.8 7.1 0.0 8.3 12.3 18.4 6.9 3.5 11.0 2.4 Prop In Lane 1.00 1.00 1.00 0.28 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 125 296 551 207 0 364 337 2354 731 105 2132 525 V/C Ratio(X) 0.77 0.36 0.47 0.81 0.00 0.58 0.86 0.66 0.30 0.78 0.53 0.13 Avail Cap(c_a), veh/h 251 383 624 342 0 456 502 2354 731 160 2132 525 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 35.7 29.3 19.8 33.6 0.0 28.0 30.7 16.3 13.2 36.2 21.1 18.2 Incr Delay (d2), s/veh 9.7 0.8 0.6 7.2 0.0 1.4 9.5 1.5 1.1 12.6 0.2 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.0 1.7 3.5 3.4 0.0 3.5 5.8 6.5 2.4 1.8 3.7 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 45.4 30.1 20.4 40.8 0.0 29.4 40.1 17.8 14.3 48.8 21.4 18.4 LnGrp LOS D C C D C D B B D C B
Approach Vol, veh/h 461 377 2062 1271
Approach Delay, s/veh 28.0 34.5 20.5 23.0
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s8.6 40.0 13.1 16.4 18.8 29.9 9.5 20.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 36.0 15.0 16.0 22.0 21.0 11.0 20.0 Max Q Clear Time (g_c+I1), s 5.5 20.4 9.1 11.8 14.3 13.0 6.2 10.3 Green Ext Time (p_c), s 0.0 9.9 0.2 0.6 0.5 4.3 0.1 0.7 Intersection Summary
HCM 7th Control Delay, s/veh 23.3
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp 05/19/2025 _OY 2026 PM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 302 1 640 57 1352 0 0 1044 387 Future Volume (veh/h) 0 0 0 302 1 640 57 1352 0 0 1044 387 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 212 0 788 60 1423 0 0 1099 407
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 890 0 1583 77 2070 0 0 1607 499
Arrive On Green 0.50 0.00 0.50 0.04 0.41 0.00 0.00 0.31 0.31 Sat Flow, veh/h 1781 0 3170 1781 5274 0 0 5274 1585
Grp Volume(v), veh/h 212 0 788 60 1423 0 0 1099 407
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1702 0 0 1702 1585 Q Serve(g_s), s 5.7 0.0 13.9 2.8 19.3 0.0 0.0 15.8 19.9 Cycle Q Clear(g_c), s 5.7 0.0 13.9 2.8 19.3 0.0 0.0 15.8 19.9 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 890 0 1583 77 2070 0 0 1607 499
V/C Ratio(X) 0.24 0.00 0.50 0.78 0.69 0.00 0.00 0.68 0.82 Avail Cap(c_a), veh/h 890 0 1583 148 2429 0 0 1761 547
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 12.0 0.0 14.0 39.8 20.6 0.0 0.0 25.2 26.6 Incr Delay (d2), s/veh 0.6 0.0 1.1 15.4 0.7 0.0 0.0 1.0 8.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.0 4.9 1.5 7.4 0.0 0.0 6.1 8.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 12.6 0.0 15.1 55.3 21.3 0.0 0.0 26.2 35.3 LnGrp LOS B B E C C D
Approach Vol, veh/h 1000 1483 1506
Approach Delay, s/veh 14.6 22.6 28.6
Approach LOS B C C
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 46.0 38.1 7.6 30.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 42.0 40.0 7.0 29.0
Max Q Clear Time (g_c+I1), s 15.9 21.3 4.8 21.9
Green Ext Time (p_c), s 4.4 10.2 0.0 4.6
Intersection Summary
HCM 7th Control Delay, s/veh 22.9
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave 05/19/2025 _OY 2026 PM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 530 3 103 0 0 0 0 961 265 414 928 0 Future Volume (veh/h) 530 3 103 0 0 0 0 961 265 414 928 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 593 0 73 0 1012 279 436 977 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 1439 0 640 0 1423 442 556 1748 0
Arrive On Green 0.40 0.00 0.40 0.00 0.28 0.28 0.16 0.49 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 3456 3647 0
Grp Volume(v), veh/h 593 0 73 0 1012 279 436 977 0
Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1702 1585 1728 1777 0 Q Serve(g_s), s 9.1 0.0 2.2 0.0 13.7 11.8 9.3 14.8 0.0
Cycle Q Clear(g_c), s 9.1 0.0 2.2 0.0 13.7 11.8 9.3 14.8 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 1439 0 640 0 1423 442 556 1748 0 V/C Ratio(X) 0.41 0.00 0.11 0.00 0.71 0.63 0.78 0.56 0.00 Avail Cap(c_a), veh/h 1439 0 640 0 1797 558 901 2362 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 16.4 0.0 14.3 0.0 24.9 24.2 30.9 13.7 0.0 Incr Delay (d2), s/veh 0.9 0.0 0.4 0.0 1.0 1.5 2.5 0.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.4 0.0 0.8 0.0 5.2 4.3 3.8 5.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 17.2 0.0 14.7 0.0 25.9 25.7 33.4 13.9 0.0 LnGrp LOS B B C C C B
Approach Vol, veh/h 666 1291 1413
Approach Delay, s/veh 16.9 25.8 19.9
Approach LOS B C B
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 16.4 25.4 35.0 41.7
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 27.0 31.0 51.0
Max Q Clear Time (g_c+I1), s 11.3 15.7 11.1 16.8
Green Ext Time (p_c), s 1.1 5.7 2.3 7.7
Intersection Summary
HCM 7th Control Delay, s/veh 21.6
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
5: Central Ave & Driveway 1 05/19/2025
_OY 2026 PM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 1.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 247 128 0 418 0 0 0 120 0 0 0
Future Vol, veh/h 0 247 128 0 418 0 0 0 120 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - 0 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 260 135 0 440 0 0 0 126 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 197 - - 220
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - - - - - - - 6.94 - - 6.94
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.32 - - 3.32
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 811 0 0 784
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 811 - - 784
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 10.26 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 811 - - - - -
HCM Lane V/C Ratio 0.156 - - - - -
HCM Control Delay (s/veh) 10.3 - - - - 0
HCM Lane LOS B - - - - A
HCM 95th %tile Q(veh) 0.6 - - - - -
HCM 7th TWSC
7: Driveway 3 & Cambern Ave 05/19/2025
_OY 2026 PM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 4.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 188 38 24 166 0 157 1 32 0 0 0
Future Vol, veh/h 0 188 38 24 166 0 157 1 32 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 0 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 198 40 25 175 0 165 1 34 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 238 0 0 356 443 119 325 463 87 Stage 1 - - - - - - 218 218 - 225 225 -
Stage 2 - - - - - - 138 225 - 99 238 -
Critical Hdwy - - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 1326 - - 575 508 910 605 494 954 Stage 1 0 - - - - - 764 721 - 757 716 -
Stage 2 0 - - - - - 851 716 - 896 707 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - 1326 - - 563 497 910 569 485 954 Mov Cap-2 Maneuver - - - - - - 563 497 - 569 485 -
Stage 1 - - - - - - 764 721 - 742 702 -
Stage 2 - - - - - - 834 702 - 861 707 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 1.09 13.9 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 602 - - 455 - - -
HCM Lane V/C Ratio 0.33 - - 0.019 - - -
HCM Control Delay (s/veh) 13.9 - - 7.8 0.1 - 0
HCM Lane LOS B - - A A - A
HCM 95th %tile Q(veh) 1.4 - - 0.1 - - -
HCM 7th TWSC
8: Dexter Ave & Driveway 4 05/19/2025
_OY 2026 PM 5:14 pm 05/08/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 57 306 2 3 285 33 11 2 6 12 0 53
Future Vol, veh/h 57 306 2 3 285 33 11 2 6 12 0 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 60 322 2 3 300 35 12 2 6 13 0 56
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 335 0 0 324 0 0 749 784 323 767 768 317 Stage 1 - - - - - - 443 443 - 324 324 -
Stage 2 - - - - - - 306 341 - 443 444 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1225 - - 1236 - - 328 325 718 319 332 723 Stage 1 - - - - - - 594 576 - 689 650 -
Stage 2 - - - - - - 703 639 - 594 575 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1225 - - 1236 - - 284 305 718 295 311 723 Mov Cap-2 Maneuver - - - - - - 284 305 - 295 311 -
Stage 1 - - - - - - 558 541 - 686 648 -
Stage 2 - - - - - - 647 637 - 551 541 -
Approach EB WB NB SB
HCM Control Delay, s/v 1.26 0.07 15.79 12.17

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 354 281 - - 16 - - 570
HCM Lane V/C Ratio 0.057 0.049 - - 0.003 - - 0.12
HCM Control Delay (s/veh) 15.8 8.1 0 - 7.9 0 - 12.2
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 0.4
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 05/19/2025
_OY 2026 PP AM 5:19 pm 05/08/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 98 47 66 88 70 62 98 766 145 106 1376 108 Future Volume (veh/h) 98 47 66 88 70 62 98 766 145 106 1376 108 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 103 49 69 93 74 65 103 806 153 112 1448 114 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 377 163 230 155 608 515 168 1600 784 143 1712 764 Arrive On Green 0.23 0.23 0.23 0.04 0.33 0.33 0.05 0.45 0.45 0.08 0.48 0.48 Sat Flow, veh/h 1250 703 990 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 103 0 118 93 74 65 103 806 153 112 1448 114 Grp Sat Flow(s),veh/h/ln 1250 0 1692 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 5.7 0.0 4.8 2.2 2.3 2.4 2.4 13.4 4.5 5.1 29.6 3.3 Cycle Q Clear(g_c), s 5.7 0.0 4.8 2.2 2.3 2.4 2.4 13.4 4.5 5.1 29.6 3.3 Prop In Lane 1.00 0.58 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 377 0 393 155 608 515 168 1600 784 143 1712 764 V/C Ratio(X) 0.27 0.00 0.30 0.60 0.12 0.13 0.61 0.50 0.20 0.78 0.85 0.15 Avail Cap(c_a), veh/h 377 0 393 208 608 515 208 1712 835 236 1969 878 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.7 0.0 26.3 38.9 19.7 19.7 38.7 16.2 11.7 37.5 18.8 12.0 Incr Delay (d2), s/veh 1.8 0.0 2.0 3.7 0.4 0.5 3.6 0.2 0.1 9.1 3.2 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 2.0 1.0 1.0 0.9 1.0 4.7 1.4 2.4 10.7 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 28.5 0.0 28.3 42.6 20.1 20.2 42.4 16.5 11.8 46.5 22.0 12.1 LnGrp LOS C C D C C D B B D C B
Approach Vol, veh/h 221 232 1062 1674
Approach Delay, s/veh 28.4 29.2 18.3 23.0
Approach LOS C C B C
Timer - Assigned Phs 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 31.0 10.7 41.4 7.7 23.3 8.0 44.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 27.0 11.0 40.0 5.0 18.0 5.0 46.0 Max Q Clear Time (g_c+I1), s 4.4 7.1 15.4 4.2 7.7 4.4 31.6 Green Ext Time (p_c), s 0.5 0.1 5.7 0.0 0.6 0.0 8.4
Intersection Summary
HCM 7th Control Delay, s/veh 22.3
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
2: Dexter Ave & Central Ave 05/19/2025
_OY 2026 PP AM 5:19 pm 05/08/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 69 126 443 196 217 20 358 1049 155 55 1293 119 Future Volume (veh/h) 69 126 443 196 217 20 358 1049 155 55 1293 119 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 73 133 466 206 228 21 377 1104 163 58 1361 125 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 94 372 687 208 443 41 418 2327 722 74 1691 417 Arrive On Green 0.05 0.20 0.20 0.12 0.26 0.26 0.23 0.46 0.46 0.04 0.26 0.26 Sat Flow, veh/h 1781 1870 1585 1781 1687 155 1781 5106 1585 1781 6434 1585 Grp Volume(v), veh/h 73 133 466 206 0 249 377 1104 163 58 1361 125 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1781 0 1842 1781 1702 1585 1781 1609 1585 Q Serve(g_s), s 3.5 5.2 17.0 9.9 0.0 9.9 17.6 12.8 5.3 2.8 16.9 5.4 Cycle Q Clear(g_c), s 3.5 5.2 17.0 9.9 0.0 9.9 17.6 12.8 5.3 2.8 16.9 5.4 Prop In Lane 1.00 1.00 1.00 0.08 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 94 372 687 208 0 484 418 2327 722 74 1691 417 V/C Ratio(X) 0.78 0.36 0.68 0.99 0.00 0.51 0.90 0.47 0.23 0.78 0.80 0.30 Avail Cap(c_a), veh/h 146 372 687 208 0 484 500 2327 722 167 1729 426 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.0 29.6 19.5 37.7 0.0 26.9 31.8 16.2 14.1 40.6 29.5 25.2 Incr Delay (d2), s/veh 12.9 0.6 2.7 59.3 0.0 0.9 17.5 0.7 0.7 15.9 2.8 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 2.3 7.3 7.6 0.0 4.3 9.1 4.7 1.9 1.5 6.3 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 52.9 30.2 22.2 97.0 0.0 27.8 49.2 16.9 14.9 56.5 32.3 25.6 LnGrp LOS D C C F C D B B E C C
Approach Vol, veh/h 672 455 1644 1544
Approach Delay, s/veh 27.1 59.2 24.1 32.7
Approach LOS C E C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s7.6 43.0 14.0 21.0 24.1 26.5 8.5 26.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 39.0 10.0 17.0 24.0 23.0 7.0 20.0 Max Q Clear Time (g_c+I1), s 4.8 14.8 11.9 19.0 19.6 18.9 5.5 11.9 Green Ext Time (p_c), s 0.0 8.7 0.0 0.0 0.5 2.9 0.0 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 31.3
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp 05/19/2025 _OY 2026 PP AM 5:19 pm 05/08/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 415 5 509 95 1059 0 0 1464 426 Future Volume (veh/h) 0 0 0 415 5 509 95 1059 0 0 1464 426 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 621 0 343 100 1115 0 0 1541 448
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 1426 0 635 129 2566 0 0 1949 605
Arrive On Green 0.40 0.00 0.40 0.07 0.50 0.00 0.00 0.38 0.38 Sat Flow, veh/h 3563 0 1585 1781 5274 0 0 5274 1585
Grp Volume(v), veh/h 621 0 343 100 1115 0 0 1541 448
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1702 0 0 1702 1585 Q Serve(g_s), s 10.4 0.0 13.6 4.5 11.5 0.0 0.0 22.0 20.1 Cycle Q Clear(g_c), s 10.4 0.0 13.6 4.5 11.5 0.0 0.0 22.0 20.1 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 1426 0 635 129 2566 0 0 1949 605 V/C Ratio(X) 0.44 0.00 0.54 0.78 0.43 0.00 0.00 0.79 0.74 Avail Cap(c_a), veh/h 1426 0 635 238 3036 0 0 2106 654
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 17.9 0.0 18.9 37.6 13.0 0.0 0.0 22.6 22.0 Incr Delay (d2), s/veh 1.0 0.0 3.3 9.6 0.1 0.0 0.0 2.0 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 4.3 0.0 5.3 2.3 4.1 0.0 0.0 8.3 7.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.9 0.0 22.2 47.2 13.2 0.0 0.0 24.5 26.1 LnGrp LOS B C D B C C
Approach Vol, veh/h 964 1215 1989
Approach Delay, s/veh 20.1 16.0 24.9
Approach LOS C B C
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 37.0 45.4 10.0 35.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 33.0 49.0 11.0 34.0
Max Q Clear Time (g_c+I1), s 15.6 13.5 6.5 24.0
Green Ext Time (p_c), s 3.5 10.0 0.1 7.4
Intersection Summary
HCM 7th Control Delay, s/veh 21.2
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave 05/19/2025 _OY 2026 PP AM 5:19 pm 05/08/2025 Baseline Synchro 12 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 352 0 224 0 0 0 0 801 530 619 1293 0 Future Volume (veh/h) 352 0 224 0 0 0 0 801 530 619 1293 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 444 0 157 0 843 558 652 1361 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 957 0 426 0 1896 589 759 2267 0
Arrive On Green 0.27 0.00 0.27 0.00 0.37 0.37 0.22 0.64 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 3456 3647 0
Grp Volume(v), veh/h 444 0 157 0 843 558 652 1361 0
Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1702 1585 1728 1777 0 Q Serve(g_s), s 8.9 0.0 6.9 0.0 10.6 29.2 15.5 19.2 0.0 Cycle Q Clear(g_c), s 8.9 0.0 6.9 0.0 10.6 29.2 15.5 19.2 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 957 0 426 0 1896 589 759 2267 0
V/C Ratio(X) 0.46 0.00 0.37 0.00 0.44 0.95 0.86 0.60 0.00 Avail Cap(c_a), veh/h 957 0 426 0 1909 592 928 2449 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 26.2 0.0 25.4 0.0 20.3 26.1 32.1 9.1 0.0 Incr Delay (d2), s/veh 1.6 0.0 2.4 0.0 0.2 24.6 6.9 0.4 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.7 0.0 2.7 0.0 3.9 14.0 6.8 5.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 27.8 0.0 27.9 0.0 20.4 50.7 39.0 9.5 0.0 LnGrp LOS C C C D D A
Approach Vol, veh/h 601 1401 2013
Approach Delay, s/veh 27.8 32.5 19.0
Approach LOS C C B
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 22.8 35.8 27.0 58.6
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 23.0 32.0 23.0 59.0
Max Q Clear Time (g_c+I1), s 17.5 31.2 10.9 21.2
Green Ext Time (p_c), s 1.3 0.6 1.7 12.8
Intersection Summary
HCM 7th Control Delay, s/veh 25.0
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
5: Central Ave & Driveway 1 05/19/2025
_OY 2026 PP AM 5:19 pm 05/08/2025 Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 165 0 0 44 0 1517 181 0 1162 53
Future Vol, veh/h 0 0 165 0 0 44 0 1517 181 0 1162 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - None - - None - - Free
Storage Length - - 0 - - 0 - - 149 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 174 0 0 46 0 1597 191 0 1223 56
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 612 - - 798 - 0 0 - - 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 7.14 - - 7.14 - - - - - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.92 - - 3.92 - - - - - -
Pot Cap-1 Maneuver 0 0 374 0 0 282 0 - - 0 - 0
Stage 1 0 0 - 0 0 - 0 - - 0 - 0
Stage 2 0 0 - 0 0 - 0 - - 0 - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 374 - - 282 - - - - - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 22.7 20.25 0 0

HCM LOS C C
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT
Capacity (veh/h) - - 374 282 -
HCM Lane V/C Ratio - - 0.464 0.164 -
HCM Control Delay (s/veh) - - 22.7 20.2 -
HCM Lane LOS - - C C -
HCM 95th %tile Q(veh) - - 2.4 0.6 -
HCM 7th TWSC
6: Driveway 2 & Cambern Ave 05/19/2025
_OY 2026 PP AM 5:19 pm 05/08/2025 Baseline Synchro 12 Report

Page 6 ends

Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 121 79 0 220 1 0 0 28 0 0 2
Future Vol, veh/h 0 121 79 0 220 1 0 0 28 0 0 2
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - 0 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 127 83 0 232 1 0 0 29 0 0 2
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 105 - - 116
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - - - - - - - 6.94 - - 6.94
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.32 - - 3.32
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 929 0 0 915
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 929 - - 915
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 9 8.95

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 929 - - - - 915
HCM Lane V/C Ratio 0.032 - - - - 0.002
HCM Control Delay (s/veh) 9 - - - - 8.9
HCM Lane LOS A - - - - A
HCM 95th %tile Q(veh) 0.1 - - - - 0
HCM 7th TWSC
7: Driveway 3 & Cambern Ave 05/19/2025
_OY 2026 PP AM 5:19 pm 05/08/2025 Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 97 22 15 140 1 62 0 15 0 0 0
Future Vol, veh/h 0 97 22 15 140 1 62 0 15 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 0 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 102 23 16 147 1 65 0 16 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 125 0 0 219 - 63 230 304 74
Stage 1 - - - - - - 114 - - 179 179 -
Stage 2 - - - - - - 105 - - 51 125 -
Critical Hdwy - - - 4.14 - - 7.54 - 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 - - 6.54 5.54 -
Critical Hdwy Stg 2 - - - - - - 6.54 - - 6.54 5.54 -
Follow-up Hdwy - - - 2.22 - - 3.52 - 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 1459 - - 718 0 989 705 608 973 Stage 1 0 - - - - - 879 0 - 805 750 -
Stage 2 0 - - - - - 889 0 - 956 791 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - 1459 - - 710 - 989 686 601 973 Mov Cap-2 Maneuver - - - - - - 710 - - 686 601 -
Stage 1 - - - - - - 879 - - 796 742 -
Stage 2 - - - - - - 879 - - 940 791 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0.78 10.37 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 751 - - 348 - - -
HCM Lane V/C Ratio 0.108 - - 0.011 - - -
HCM Control Delay (s/veh) 10.4 - - 7.5 0.1 - 0
HCM Lane LOS B - - A A - A
HCM 95th %tile Q(veh) 0.4 - - 0 - - -
HCM 7th TWSC
8: Dexter Ave & Driveway 4 05/19/2025
_OY 2026 PP AM 5:19 pm 05/08/2025 Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 2.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 43 247 0 3 318 7 8 1 8 7 2 91
Future Vol, veh/h 43 247 0 3 318 7 8 1 8 7 2 91
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 45 260 0 3 335 7 8 1 8 7 2 96
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 342 0 0 260 0 0 693 699 260 696 695 338 Stage 1 - - - - - - 351 351 - 345 345 -
Stage 2 - - - - - - 342 348 - 351 351 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1217 - - 1304 - - 358 364 779 356 366 704 Stage 1 - - - - - - 666 632 - 671 636 -
Stage 2 - - - - - - 673 634 - 666 632 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1217 - - 1304 - - 293 347 779 335 349 704 Mov Cap-2 Maneuver - - - - - - 293 347 - 335 349 -
Stage 1 - - - - - - 637 605 - 669 634 -
Stage 2 - - - - - - 578 632 - 629 605 -
Approach EB WB NB SB
HCM Control Delay, s/v 1.2 0.07 13.94 11.71

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 420 267 - - 16 - - 641
HCM Lane V/C Ratio 0.043 0.037 - - 0.002 - - 0.164
HCM Control Delay (s/veh) 13.9 8.1 0 - 7.8 0 - 11.7
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.6
HCM 7th Signalized Intersection Summary
31: 05/19/2025
_OY 2026 PP AM 5:19 pm 05/08/2025 Baseline Synchro 12 Report

Page 9 ends

Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 0 0 0 0 0 0
Future Volume (veh/h) 0 0 0 0 0 0
Initial Q (Qb), veh 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00
Work Zone On Approach No No
Adj Sat Flow, veh/h/ln 1870 1870 0 1870
Adj Flow Rate, veh/h 0 0 0 0
Peak Hour Factor 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 0 2
Cap, veh/h 2843 1268 0 2843
Arrive On Green 0.00 0.00 0.00 0.00
Sat Flow, veh/h 3647 1585 0 3741
Grp Volume(v), veh/h 0 0 0 0
Grp Sat Flow(s),veh/h/ln 1777 1585 0 1777
Q Serve(g_s), s 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0
Prop In Lane 1.00 0.00
Lane Grp Cap(c), veh/h 2843 1268 0 2843
V/C Ratio(X) 0.00 0.00 0.00 0.00
Avail Cap(c_a), veh/h 2843 1268 0 2843
HCM Platoon Ratio 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 0.00 0.00 0.00
Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0
Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 0.0 0.0
LnGrp LOS
Approach Vol, veh/h 0 0
Approach Delay, s/veh 0.0 0.0
Approach LOS
Timer - Assigned Phs 4 8
Phs Duration (G+Y+Rc), s 20.0 20.0
Change Period (Y+Rc), s 4.0 4.0
Max Green Setting (Gmax), s 16.0 16.0
Max Q Clear Time (g_c+I1), s 0.0 0.0
Green Ext Time (p_c), s 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 0.0
HCM 7th LOS A
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 05/19/2025
_OY 2026 PP PM 5:20 pm 05/08/2025 Baseline Synchro 12 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 285 130 65 79 129 234 93 1320 77 192 1096 161 Future Volume (veh/h) 285 130 65 79 129 234 93 1320 77 192 1096 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 300 137 68 83 136 246 98 1389 81 202 1154 169 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 362 333 165 139 686 581 158 1382 680 198 1614 720 Arrive On Green 0.28 0.28 0.28 0.04 0.37 0.37 0.05 0.39 0.39 0.11 0.45 0.45 Sat Flow, veh/h 1001 1180 585 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 300 0 205 83 136 246 98 1389 81 202 1154 169 Grp Sat Flow(s),veh/h/ln 1001 0 1765 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 25.4 0.0 8.5 2.1 4.5 10.5 2.5 35.0 2.8 10.0 23.6 5.9 Cycle Q Clear(g_c), s 25.4 0.0 8.5 2.1 4.5 10.5 2.5 35.0 2.8 10.0 23.6 5.9 Prop In Lane 1.00 0.33 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 362 0 498 139 686 581 158 1382 680 198 1614 720 V/C Ratio(X) 0.83 0.00 0.41 0.60 0.20 0.42 0.62 1.01 0.12 1.02 0.72 0.23 Avail Cap(c_a), veh/h 362 0 498 154 686 581 192 1382 680 198 1614 720 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.0 0.0 26.2 42.5 19.5 21.4 42.2 27.5 15.5 40.0 19.9 15.0 Incr Delay (d2), s/veh 19.1 0.0 2.5 5.3 0.6 2.3 4.2 25.4 0.1 69.4 1.5 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.2 0.0 3.7 1.0 2.0 3.9 1.1 17.9 0.9 7.9 8.8 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 52.2 0.0 28.7 47.8 20.1 23.6 46.3 52.9 15.5 109.4 21.4 15.2 LnGrp LOS D C D C C D F B F C B
Approach Vol, veh/h 505 465 1568 1525
Approach Delay, s/veh 42.7 26.9 50.6 32.4
Approach LOS D C D C
Timer - Assigned Phs 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 37.0 14.0 39.0 7.6 29.4 8.1 44.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 33.0 10.0 35.0 4.0 25.0 5.0 40.0 Max Q Clear Time (g_c+I1), s 12.5 12.0 37.0 4.1 27.4 4.5 25.6 Green Ext Time (p_c), s 1.4 0.0 0.0 0.0 0.0 0.0 6.8
Intersection Summary
HCM 7th Control Delay, s/veh 40.1
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
2: Dexter Ave & Central Ave 05/19/2025
_OY 2026 PP PM 5:20 pm 05/08/2025 Baseline Synchro 12 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 92 104 243 257 145 55 275 1539 231 78 1064 66 Future Volume (veh/h) 92 104 243 257 145 55 275 1539 231 78 1064 66 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 97 109 256 271 153 58 289 1620 243 82 1120 69 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 125 291 542 307 333 126 332 2167 673 105 1911 471 Arrive On Green 0.07 0.16 0.16 0.17 0.26 0.26 0.19 0.42 0.42 0.06 0.30 0.30 Sat Flow, veh/h 1781 1870 1585 1781 1292 490 1781 5106 1585 1781 6434 1585 Grp Volume(v), veh/h 97 109 256 271 0 211 289 1620 243 82 1120 69 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1781 0 1782 1781 1702 1585 1781 1609 1585 Q Serve(g_s), s 4.5 4.4 10.8 12.6 0.0 8.5 13.4 22.7 8.8 3.9 12.6 2.7 Cycle Q Clear(g_c), s 4.5 4.4 10.8 12.6 0.0 8.5 13.4 22.7 8.8 3.9 12.6 2.7 Prop In Lane 1.00 1.00 1.00 0.27 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 125 291 542 307 0 460 332 2167 673 105 1911 471 V/C Ratio(X) 0.78 0.37 0.47 0.88 0.00 0.46 0.87 0.75 0.36 0.78 0.59 0.15 Avail Cap(c_a), veh/h 231 353 594 315 0 460 462 2167 673 147 1911 471 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.8 32.1 21.9 34.3 0.0 26.5 33.5 20.6 16.6 39.4 25.4 21.9 Incr Delay (d2), s/veh 9.9 0.8 0.6 23.8 0.0 0.7 12.4 2.4 1.5 15.9 0.5 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 2.0 3.9 7.3 0.0 3.5 6.6 8.6 3.3 2.0 4.4 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 48.7 32.9 22.5 58.1 0.0 27.2 45.9 23.0 18.1 55.2 25.8 22.1 LnGrp LOS D C C E C D C B E C C
Approach Vol, veh/h 462 482 2152 1271
Approach Delay, s/veh 30.5 44.6 25.5 27.5
Approach LOS C D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s9.0 40.0 18.6 17.2 19.8 29.2 9.9 25.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 36.0 15.0 16.0 22.0 21.0 11.0 20.0 Max Q Clear Time (g_c+I1), s 5.9 24.7 14.6 12.8 15.4 14.6 6.5 10.5 Green Ext Time (p_c), s 0.0 8.1 0.0 0.5 0.5 3.6 0.1 0.7 Intersection Summary
HCM 7th Control Delay, s/veh 28.7
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp 05/19/2025 _OY 2026 PP PM 5:20 pm 05/08/2025 Baseline Synchro 12 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 302 1 679 57 1399 0 0 1091 426 Future Volume (veh/h) 0 0 0 302 1 679 57 1399 0 0 1091 426 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 212 0 829 60 1473 0 0 1148 448
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 875 0 1557 77 2121 0 0 1661 516
Arrive On Green 0.49 0.00 0.49 0.04 0.42 0.00 0.00 0.33 0.33 Sat Flow, veh/h 1781 0 3170 1781 5274 0 0 5274 1585
Grp Volume(v), veh/h 212 0 829 60 1473 0 0 1148 448
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1702 0 0 1702 1585 Q Serve(g_s), s 5.9 0.0 15.4 2.9 20.3 0.0 0.0 16.7 22.7 Cycle Q Clear(g_c), s 5.9 0.0 15.4 2.9 20.3 0.0 0.0 16.7 22.7 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 875 0 1557 77 2121 0 0 1661 516
V/C Ratio(X) 0.24 0.00 0.53 0.78 0.69 0.00 0.00 0.69 0.87 Avail Cap(c_a), veh/h 875 0 1557 146 2388 0 0 1732 537
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 12.6 0.0 15.0 40.5 20.5 0.0 0.0 25.1 27.1 Incr Delay (d2), s/veh 0.7 0.0 1.3 15.4 0.8 0.0 0.0 1.1 13.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 0.0 5.5 1.6 7.7 0.0 0.0 6.4 9.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 13.2 0.0 16.3 55.9 21.3 0.0 0.0 26.2 41.0 LnGrp LOS B B E C C D
Approach Vol, veh/h 1041 1533 1596
Approach Delay, s/veh 15.7 22.7 30.4
Approach LOS B C C
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 46.0 39.5 7.7 31.8
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 42.0 40.0 7.0 29.0
Max Q Clear Time (g_c+I1), s 17.4 22.3 4.9 24.7
Green Ext Time (p_c), s 4.6 10.2 0.0 3.1
Intersection Summary
HCM 7th Control Delay, s/veh 23.9
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave 05/19/2025 _OY 2026 PP PM 5:20 pm 05/08/2025 Baseline Synchro 12 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 569 3 103 0 0 0 0 969 265 453 936 0 Future Volume (veh/h) 569 3 103 0 0 0 0 969 265 453 936 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 634 0 73 0 1020 279 477 985 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 1413 0 629 0 1418 440 595 1780 0
Arrive On Green 0.40 0.00 0.40 0.00 0.28 0.28 0.17 0.50 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 3456 3647 0
Grp Volume(v), veh/h 634 0 73 0 1020 279 477 985 0
Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1702 1585 1728 1777 0 Q Serve(g_s), s 10.2 0.0 2.3 0.0 14.1 12.1 10.4 15.0 0.0 Cycle Q Clear(g_c), s 10.2 0.0 2.3 0.0 14.1 12.1 10.4 15.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 1413 0 629 0 1418 440 595 1780 0 V/C Ratio(X) 0.45 0.00 0.12 0.00 0.72 0.63 0.80 0.55 0.00 Avail Cap(c_a), veh/h 1413 0 629 0 1764 548 884 2319 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 17.3 0.0 14.9 0.0 25.5 24.7 31.1 13.5 0.0 Incr Delay (d2), s/veh 1.0 0.0 0.4 0.0 1.1 1.6 3.3 0.3 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.9 0.0 0.8 0.0 5.4 4.4 4.3 5.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.3 0.0 15.3 0.0 26.6 26.4 34.3 13.7 0.0 LnGrp LOS B B C C C B
Approach Vol, veh/h 707 1299 1462
Approach Delay, s/veh 18.0 26.5 20.5
Approach LOS B C C
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 17.5 25.7 35.0 43.2
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 27.0 31.0 51.0
Max Q Clear Time (g_c+I1), s 12.4 16.1 12.2 17.0
Green Ext Time (p_c), s 1.1 5.6 2.4 7.8
Intersection Summary
HCM 7th Control Delay, s/veh 22.2
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
5: Central Ave & Driveway 1 05/19/2025
_OY 2026 PP PM 5:20 pm 05/08/2025 Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 165 0 0 49 0 1517 210 0 1162 53
Future Vol, veh/h 0 0 165 0 0 49 0 1517 210 0 1162 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - None - - None - - Free
Storage Length - - 0 - - 0 - - 149 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 174 0 0 52 0 1597 221 0 1223 56
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 612 - - 798 - 0 0 - - 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 7.14 - - 7.14 - - - - - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.92 - - 3.92 - - - - - -
Pot Cap-1 Maneuver 0 0 374 0 0 282 0 - - 0 - 0
Stage 1 0 0 - 0 0 - 0 - - 0 - 0
Stage 2 0 0 - 0 0 - 0 - - 0 - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 374 - - 282 - - - - - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 22.7 20.59 0 0

HCM LOS C C
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT
Capacity (veh/h) - - 374 282 -
HCM Lane V/C Ratio - - 0.464 0.183 -
HCM Control Delay (s/veh) - - 22.7 20.6 -
HCM Lane LOS - - C C -
HCM 95th %tile Q(veh) - - 2.4 0.7 -
HCM 7th TWSC
6: Driveway 2 & Cambern Ave 05/19/2025
_OY 2026 PP PM 5:20 pm 05/08/2025 Baseline Synchro 12 Report

Page 6 ends

Intersection
Int Delay, s/veh 1.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 247 149 0 427 0 0 0 120 0 0 0
Future Vol, veh/h 0 247 149 0 427 0 0 0 120 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - 0 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 260 157 0 449 0 0 0 126 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 208 - - 225
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - - - - - - - 6.94 - - 6.94
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.32 - - 3.32
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 798 0 0 778
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 798 - - 778
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 0 0 10.36 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 798 - - - - -
HCM Lane V/C Ratio 0.158 - - - - -
HCM Control Delay (s/veh) 10.4 - - - - 0
HCM Lane LOS B - - - - A
HCM 95th %tile Q(veh) 0.6 - - - - -
HCM 7th TWSC
7: Driveway 3 & Cambern Ave 05/19/2025
_OY 2026 PP PM 5:20 pm 05/08/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 4.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 188 38 24 166 0 166 1 32 0 0 0
Future Vol, veh/h 0 188 38 24 166 0 166 1 32 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 0 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 198 40 25 175 0 175 1 34 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 238 0 0 356 443 119 325 463 87 Stage 1 - - - - - - 218 218 - 225 225 -
Stage 2 - - - - - - 138 225 - 99 238 -
Critical Hdwy - - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 1326 - - 575 508 910 605 494 954 Stage 1 0 - - - - - 764 721 - 757 716 -
Stage 2 0 - - - - - 851 716 - 896 707 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - 1326 - - 563 497 910 569 485 954 Mov Cap-2 Maneuver - - - - - - 563 497 - 569 485 -
Stage 1 - - - - - - 764 721 - 742 702 -
Stage 2 - - - - - - 834 702 - 861 707 -
Approach EB WB NB SB
HCM Control Delay, s/v 0 1.09 14.15 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 600 - - 455 - - -
HCM Lane V/C Ratio 0.347 - - 0.019 - - -
HCM Control Delay (s/veh) 14.2 - - 7.8 0.1 - 0
HCM Lane LOS B - - A A - A
HCM 95th %tile Q(veh) 1.5 - - 0.1 - - -
HCM 7th TWSC
8: Dexter Ave & Driveway 4 05/19/2025
_OY 2026 PP PM 5:20 pm 05/08/2025 Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 3.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 78 306 2 3 285 33 11 2 6 12 0 152
Future Vol, veh/h 78 306 2 3 285 33 11 2 6 12 0 152
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 82 322 2 3 300 35 12 2 6 13 0 160
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 335 0 0 324 0 0 794 828 323 811 812 317 Stage 1 - - - - - - 487 487 - 324 324 -
Stage 2 - - - - - - 306 341 - 487 488 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1225 - - 1236 - - 306 306 718 298 313 723 Stage 1 - - - - - - 562 550 - 689 650 -
Stage 2 - - - - - - 703 639 - 562 550 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1225 - - 1236 - - 218 280 718 268 287 723 Mov Cap-2 Maneuver - - - - - - 218 280 - 268 287 -
Stage 1 - - - - - - 516 505 - 686 648 -
Stage 2 - - - - - - 546 637 - 509 505 -
Approach EB WB NB SB
HCM Control Delay, s/v 1.65 0.07 18.42 12.63

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 288 363 - - 16 - - 643
HCM Lane V/C Ratio 0.069 0.067 - - 0.003 - - 0.268
HCM Control Delay (s/veh) 18.4 8.2 0 - 7.9 0 - 12.6
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 1.1
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 05/29/2025
OY 2026 Cumulative AM 2:17 pm 05/12/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 98 51 66 204 73 56 98 952 194 93 1574 108 Future Volume (veh/h) 98 51 66 204 73 56 98 952 194 93 1574 108 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 103 54 69 215 77 59 103 1002 204 98 1657 114 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 339 153 195 197 575 487 166 1725 860 126 1805 805 Arrive On Green 0.20 0.20 0.20 0.06 0.31 0.31 0.05 0.49 0.49 0.07 0.51 0.51 Sat Flow, veh/h 1253 746 953 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 103 0 123 215 77 59 103 1002 204 98 1657 114 Grp Sat Flow(s),veh/h/ln 1253 0 1699 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 6.3 0.0 5.4 5.0 2.6 2.4 2.6 17.7 5.9 4.8 37.7 3.3 Cycle Q Clear(g_c), s 6.3 0.0 5.4 5.0 2.6 2.4 2.6 17.7 5.9 4.8 37.7 3.3 Prop In Lane 1.00 0.56 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 339 0 348 197 575 487 166 1725 860 126 1805 805 V/C Ratio(X) 0.30 0.00 0.35 1.09 0.13 0.12 0.62 0.58 0.24 0.78 0.92 0.14 Avail Cap(c_a), veh/h 339 0 348 197 575 487 197 1725 860 223 1862 830 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.2 0.0 29.9 41.4 22.0 21.9 41.0 16.2 10.6 40.1 19.9 11.5 Incr Delay (d2), s/veh 2.3 0.0 2.8 91.1 0.5 0.5 4.4 0.5 0.1 10.0 7.6 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 2.4 4.5 1.2 0.9 1.1 6.2 1.8 2.3 14.7 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 32.5 0.0 32.7 132.5 22.4 22.4 45.4 16.7 10.7 50.1 27.6 11.5 LnGrp LOS C C F C C D B B D C B
Approach Vol, veh/h 226 351 1309 1869
Approach Delay, s/veh 32.6 89.8 18.0 27.8
Approach LOS C F B C
Timer - Assigned Phs 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 31.0 10.2 46.6 9.0 22.0 8.2 48.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 27.0 11.0 40.0 5.0 18.0 5.0 46.0 Max Q Clear Time (g_c+I1), s 4.6 6.8 19.7 7.0 8.3 4.6 39.7 Green Ext Time (p_c), s 0.5 0.1 7.1 0.0 0.6 0.0 4.9
Intersection Summary
HCM 7th Control Delay, s/veh 30.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
2: Dexter Ave & Central Ave 05/29/2025
OY 2026 Cumulative AM 2:17 pm 05/12/2025 Baseline Synchro 12 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 125 443 184 216 45 358 1207 192 78 1569 127 Future Volume (veh/h) 79 125 443 184 216 45 358 1207 192 78 1569 127 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 83 132 466 194 227 47 377 1271 202 82 1652 134 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 107 365 680 204 376 78 417 2285 709 105 1754 432 Arrive On Green 0.06 0.20 0.20 0.11 0.25 0.25 0.23 0.45 0.45 0.06 0.27 0.27 Sat Flow, veh/h 1781 1870 1585 1781 1503 311 1781 5106 1585 1781 6434 1585 Grp Volume(v), veh/h 83 132 466 194 0 274 377 1271 202 82 1652 134 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1781 0 1814 1781 1702 1585 1781 1609 1585 Q Serve(g_s), s 4.0 5.3 17.0 9.4 0.0 11.6 17.9 16.0 7.0 4.0 21.9 5.9 Cycle Q Clear(g_c), s 4.0 5.3 17.0 9.4 0.0 11.6 17.9 16.0 7.0 4.0 21.9 5.9 Prop In Lane 1.00 1.00 1.00 0.17 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 107 365 680 204 0 454 417 2285 709 105 1754 432 V/C Ratio(X) 0.78 0.36 0.69 0.95 0.00 0.60 0.90 0.56 0.28 0.78 0.94 0.31 Avail Cap(c_a), veh/h 143 365 680 204 0 454 490 2285 709 163 1754 432 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.4 30.4 20.1 38.3 0.0 28.9 32.4 17.7 15.2 40.4 31.0 25.2 Incr Delay (d2), s/veh 17.4 0.6 2.9 48.5 0.0 2.3 18.3 1.0 1.0 11.7 10.7 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 2.3 7.6 6.7 0.0 5.1 9.4 5.9 2.6 2.0 9.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 57.8 31.0 23.0 86.9 0.0 31.1 50.7 18.7 16.3 52.1 41.7 25.6 LnGrp LOS E C C F C D B B D D C
Approach Vol, veh/h 681 468 1850 1868
Approach Delay, s/veh 28.8 54.2 25.0 41.0
Approach LOS C D C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s9.2 43.0 14.0 21.0 24.4 27.8 9.2 25.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 39.0 10.0 17.0 24.0 23.0 7.0 20.0 Max Q Clear Time (g_c+I1), s 6.0 18.0 11.4 19.0 19.9 23.9 6.0 13.6 Green Ext Time (p_c), s 0.0 9.7 0.0 0.0 0.5 0.0 0.0 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 34.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp 05/29/2025 OY 2026 Cumulative AM 2:17 pm 05/12/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 535 5 577 175 1186 0 0 1625 538 Future Volume (veh/h) 0 0 0 535 5 577 175 1186 0 0 1625 538 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 761 0 399 184 1248 0 0 1711 566
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 1308 0 582 218 2778 0 0 1927 598
Arrive On Green 0.37 0.00 0.37 0.12 0.54 0.00 0.00 0.38 0.38 Sat Flow, veh/h 3563 0 1585 1781 5274 0 0 5274 1585
Grp Volume(v), veh/h 761 0 399 184 1248 0 0 1711 566
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1702 0 0 1702 1585 Q Serve(g_s), s 15.5 0.0 19.1 9.1 13.3 0.0 0.0 28.2 31.1 Cycle Q Clear(g_c), s 15.5 0.0 19.1 9.1 13.3 0.0 0.0 28.2 31.1 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 1308 0 582 218 2778 0 0 1927 598 V/C Ratio(X) 0.58 0.00 0.69 0.85 0.45 0.00 0.00 0.89 0.95 Avail Cap(c_a), veh/h 1308 0 582 218 2783 0 0 1931 599
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 22.9 0.0 24.1 38.6 12.4 0.0 0.0 26.2 27.1 Incr Delay (d2), s/veh 1.9 0.0 6.5 25.2 0.1 0.0 0.0 5.5 24.2 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 6.6 0.0 7.9 5.4 4.7 0.0 0.0 11.4 14.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.8 0.0 30.5 63.8 12.5 0.0 0.0 31.7 51.3 LnGrp LOS C C E B C D
Approach Vol, veh/h 1160 1432 2277
Approach Delay, s/veh 26.8 19.1 36.6
Approach LOS C B D
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 37.0 52.9 15.0 37.9
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 33.0 49.0 11.0 34.0
Max Q Clear Time (g_c+I1), s 21.1 15.3 11.1 33.1
Green Ext Time (p_c), s 3.8 11.5 0.0 0.8
Intersection Summary
HCM 7th Control Delay, s/veh 29.1
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave 05/29/2025 OY 2026 Cumulative AM 2:17 pm 05/12/2025 Baseline Synchro 12 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 424 0 344 0 0 0 0 935 610 726 1468 0 Future Volume (veh/h) 424 0 344 0 0 0 0 935 610 726 1468 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 559 0 241 0 984 642 764 1545 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 924 0 411 0 1842 572 846 2312 0
Arrive On Green 0.26 0.00 0.26 0.00 0.36 0.36 0.24 0.65 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 3456 3647 0
Grp Volume(v), veh/h 559 0 241 0 984 642 764 1545 0
Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1702 1585 1728 1777 0 Q Serve(g_s), s 12.2 0.0 11.8 0.0 13.5 32.0 19.0 23.8 0.0 Cycle Q Clear(g_c), s 12.2 0.0 11.8 0.0 13.5 32.0 19.0 23.8 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 924 0 411 0 1842 572 846 2312 0
V/C Ratio(X) 0.61 0.00 0.59 0.00 0.53 1.12 0.90 0.67 0.00 Avail Cap(c_a), veh/h 924 0 411 0 1842 572 896 2364 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.9 0.0 28.7 0.0 22.5 28.4 32.5 9.6 0.0 Incr Delay (d2), s/veh 2.9 0.0 6.0 0.0 0.3 76.1 12.0 0.7 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.2 0.0 4.9 0.0 5.1 23.2 8.9 7.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 31.8 0.0 34.7 0.0 22.8 104.5 44.5 10.3 0.0 LnGrp LOS C C C F D B
Approach Vol, veh/h 800 1626 2309
Approach Delay, s/veh 32.7 55.0 21.6
Approach LOS C E C
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 25.7 36.0 27.0 61.7
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 23.0 32.0 23.0 59.0
Max Q Clear Time (g_c+I1), s 21.0 34.0 14.2 25.8
Green Ext Time (p_c), s 0.7 0.0 2.0 14.8
Intersection Summary
HCM 7th Control Delay, s/veh 35.0
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
5: Central Ave & Driveway 1 05/29/2025
OY 2026 Cumulative AM 2:17 pm 05/12/2025 Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 165 0 0 37 0 1610 132 0 1355 53
Future Vol, veh/h 0 0 165 0 0 37 0 1610 132 0 1355 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - None - - None - - Free
Storage Length - - 0 - - 0 - - 149 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 174 0 0 39 0 1695 139 0 1426 56
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 713 - - 847 - 0 0 - - 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 7.14 - - 7.14 - - - - - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.92 - - 3.92 - - - - - -
Pot Cap-1 Maneuver 0 0 321 0 0 262 0 - - 0 - 0
Stage 1 0 0 - 0 0 - 0 - - 0 - 0
Stage 2 0 0 - 0 0 - 0 - - 0 - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 321 - - 262 - - - - - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 28.68 21.13 0 0

HCM LOS D C
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT
Capacity (veh/h) - - 321 262 -
HCM Lane V/C Ratio - - 0.541 0.149 -
HCM Ctrl Dly (s/v) - - 28.7 21.1 -
HCM Lane LOS - - D C -
HCM 95th %tile Q(veh) - - 3 0.5 -
HCM 7th TWSC
6: Driveway 2 & Cambern Ave 05/29/2025
OY 2026 Cumulative AM 2:17 pm 05/12/2025 Baseline Synchro 12 Report

Page 6 ends

Intersection
Int Delay, s/veh 1.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 240 65 0 383 5 0 0 28 0 0 67
Future Vol, veh/h 0 240 65 0 383 5 0 0 28 0 0 67
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - 0 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 253 68 0 403 5 0 0 29 0 0 71
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 161 - - 202
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - - - - - - - 6.94 - - 6.94
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.32 - - 3.32
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 856 0 0 806
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 856 - - 806
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 0 9.36 9.9

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 856 - - - - 806
HCM Lane V/C Ratio 0.034 - - - - 0.088
HCM Ctrl Dly (s/v) 9.4 - - - - 9.9
HCM Lane LOS A - - - - A
HCM 95th %tile Q(veh) 0.1 - - - - 0.3
HCM 7th TWSC
7: Driveway 3 & Cambern Ave 05/29/2025
OY 2026 Cumulative AM 2:17 pm 05/12/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 110 22 15 158 1 56 0 15 0 0 0
Future Vol, veh/h 0 110 22 15 158 1 56 0 15 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 116 23 16 166 1 59 0 16 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 139 0 0 242 326 69 256 337 83 Stage 1 - - - - - - 127 127 - 198 198 -
Stage 2 - - - - - - 115 199 - 58 139 -
Critical Hdwy - - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 1442 - - 692 591 979 677 583 960 Stage 1 0 - - - - - 863 790 - 785 736 -
Stage 2 0 - - - - - 878 735 - 947 781 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - 1442 - - 684 584 979 658 576 960 Mov Cap-2 Maneuver - - - - - - 684 584 - 658 576 -
Stage 1 - - - - - - 863 790 - 776 728 -
Stage 2 - - - - - - 868 727 - 932 781 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 0.71 10.49 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 730 - - 312 - - -
HCM Lane V/C Ratio 0.102 - - 0.011 - - -
HCM Ctrl Dly (s/v) 10.5 - - 7.5 0.1 - 0
HCM Lane LOS B - - A A - A
HCM 95th %tile Q(veh) 0.3 - - 0 - - -
HCM 7th TWSC
8: Dexter Ave & Driveway 4 05/29/2025
OY 2026 Cumulative AM 2:17 pm 05/12/2025 Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 1.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 341 0 3 392 7 8 1 8 7 2 29
Future Vol, veh/h 30 341 0 3 392 7 8 1 8 7 2 29
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 32 359 0 3 413 7 8 1 8 7 2 31
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 420 0 0 359 0 0 842 848 359 845 845 416 Stage 1 - - - - - - 422 422 - 423 423 -
Stage 2 - - - - - - 420 426 - 423 422 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1139 - - 1200 - - 284 298 685 283 300 636 Stage 1 - - - - - - 609 588 - 609 588 -
Stage 2 - - - - - - 611 586 - 609 588 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1139 - - 1200 - - 258 287 685 268 288 636 Mov Cap-2 Maneuver - - - - - - 258 287 - 268 288 -
Stage 1 - - - - - - 588 568 - 607 586 -
Stage 2 - - - - - - 578 584 - 580 568 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.67 0.06 15.27 13.13

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 368 146 - - 13 - - 483
HCM Lane V/C Ratio 0.049 0.028 - - 0.003 - - 0.083
HCM Ctrl Dly (s/v) 15.3 8.3 0 - 8 0 - 13.1
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.3
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 05/29/2025
OY 2026 Cumulative PM 2:19 pm 05/12/2025 Baseline Synchro 12 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 285 135 65 245 133 225 93 1648 139 171 1248 161 Future Volume (veh/h) 285 135 65 245 133 225 93 1648 139 171 1248 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 300 142 68 258 140 237 98 1735 146 180 1314 169 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 359 332 159 154 686 581 158 1382 687 198 1614 720 Arrive On Green 0.28 0.28 0.28 0.04 0.37 0.37 0.05 0.39 0.39 0.11 0.45 0.45 Sat Flow, veh/h 1006 1195 572 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 300 0 210 258 140 237 98 1735 146 180 1314 169 Grp Sat Flow(s),veh/h/ln 1006 0 1767 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 25.0 0.0 8.8 4.0 4.6 10.0 2.5 35.0 5.2 9.0 28.8 5.9 Cycle Q Clear(g_c), s 25.0 0.0 8.8 4.0 4.6 10.0 2.5 35.0 5.2 9.0 28.8 5.9 Prop In Lane 1.00 0.32 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 359 0 491 154 686 581 158 1382 687 198 1614 720 V/C Ratio(X) 0.83 0.00 0.43 1.68 0.20 0.41 0.62 1.26 0.21 0.91 0.81 0.23 Avail Cap(c_a), veh/h 359 0 491 154 686 581 192 1382 687 198 1614 720 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.4 0.0 26.6 43.0 19.5 21.2 42.2 27.5 15.9 39.6 21.3 15.0 Incr Delay (d2), s/veh 20.0 0.0 2.7 332.6 0.7 2.1 4.2 121.0 0.2 39.7 3.3 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.3 0.0 3.9 8.7 2.0 3.7 1.1 36.2 1.7 5.9 11.0 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.3 0.0 29.3 375.6 20.2 23.3 46.3 148.5 16.1 79.3 24.6 15.2 LnGrp LOS D C F C C D F B E C B
Approach Vol, veh/h 510 635 1979 1663
Approach Delay, s/veh 43.4 165.8 133.7 29.6
Approach LOS D F F C
Timer - Assigned Phs 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 37.0 14.0 39.0 8.0 29.0 8.1 44.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 33.0 10.0 35.0 4.0 25.0 5.0 40.0 Max Q Clear Time (g_c+I1), s 12.0 11.0 37.0 6.0 27.0 4.5 30.8 Green Ext Time (p_c), s 1.4 0.0 0.0 0.0 0.0 0.0 5.7
Intersection Summary
HCM 7th Control Delay, s/veh 92.2
HCM 7th LOS F
HCM 7th Signalized Intersection Summary
2: Dexter Ave & Central Ave 05/29/2025
OY 2026 Cumulative PM 2:19 pm 05/12/2025 Baseline Synchro 12 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 104 103 243 210 144 84 275 1822 265 107 1330 77 Future Volume (veh/h) 104 103 243 210 144 84 275 1822 265 107 1330 77 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 109 108 256 221 152 88 289 1918 279 113 1400 81 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 139 292 543 260 249 144 333 2185 678 142 2067 509 Arrive On Green 0.08 0.16 0.16 0.15 0.22 0.22 0.19 0.43 0.43 0.08 0.32 0.32 Sat Flow, veh/h 1781 1870 1585 1781 1111 643 1781 5106 1585 1781 6434 1585 Grp Volume(v), veh/h 109 108 256 221 0 240 289 1918 279 113 1400 81 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1781 0 1755 1781 1702 1585 1781 1609 1585 Q Serve(g_s), s 5.1 4.4 10.7 10.2 0.0 10.3 13.2 28.9 10.3 5.2 15.9 3.1 Cycle Q Clear(g_c), s 5.1 4.4 10.7 10.2 0.0 10.3 13.2 28.9 10.3 5.2 15.9 3.1 Prop In Lane 1.00 1.00 1.00 0.37 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 139 292 543 260 0 393 333 2185 678 142 2067 509 V/C Ratio(X) 0.78 0.37 0.47 0.85 0.00 0.61 0.87 0.88 0.41 0.79 0.68 0.16 Avail Cap(c_a), veh/h 233 356 597 318 0 417 466 2185 678 148 2067 509 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.1 31.8 21.7 35.0 0.0 29.4 33.2 22.0 16.7 38.0 24.8 20.4 Incr Delay (d2), s/veh 9.2 0.8 0.6 16.5 0.0 2.4 12.1 5.4 1.8 24.2 0.9 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.4 1.9 3.8 5.4 0.0 4.4 6.5 11.4 3.8 3.1 5.5 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 47.3 32.6 22.3 51.5 0.0 31.7 45.3 27.4 18.5 62.2 25.7 20.6 LnGrp LOS D C C D C D C B E C C
Approach Vol, veh/h 473 461 2486 1594
Approach Delay, s/veh 30.4 41.2 28.5 28.0
Approach LOS C D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s10.7 40.0 16.3 17.1 19.7 31.0 10.6 22.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 36.0 15.0 16.0 22.0 21.0 11.0 20.0 Max Q Clear Time (g_c+I1), s 7.2 30.9 12.2 12.7 15.2 17.9 7.1 12.3 Green Ext Time (p_c), s 0.0 4.4 0.2 0.5 0.5 2.3 0.1 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 29.7
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp 05/29/2025 OY 2026 Cumulative PM 2:19 pm 05/12/2025 Baseline Synchro 12 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 399 1 801 181 1595 0 0 1230 516 Future Volume (veh/h) 0 0 0 399 1 801 181 1595 0 0 1230 516 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 280 0 993 191 1679 0 0 1295 543
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 831 0 1479 139 2269 0 0 1645 511
Arrive On Green 0.47 0.00 0.47 0.08 0.44 0.00 0.00 0.32 0.32 Sat Flow, veh/h 1781 0 3170 1781 5274 0 0 5274 1585
Grp Volume(v), veh/h 280 0 993 191 1679 0 0 1295 543
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1702 0 0 1702 1585 Q Serve(g_s), s 9.0 0.0 21.9 7.0 24.5 0.0 0.0 20.7 29.0 Cycle Q Clear(g_c), s 9.0 0.0 21.9 7.0 24.5 0.0 0.0 20.7 29.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 831 0 1479 139 2269 0 0 1645 511 V/C Ratio(X) 0.34 0.00 0.67 1.38 0.74 0.00 0.00 0.79 1.06 Avail Cap(c_a), veh/h 831 0 1479 139 2269 0 0 1645 511
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 15.2 0.0 18.6 41.5 20.7 0.0 0.0 27.7 30.5 Incr Delay (d2), s/veh 1.1 0.0 2.4 208.9 1.3 0.0 0.0 2.6 57.7 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 3.7 0.0 8.0 11.1 9.4 0.0 0.0 8.3 18.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 16.3 0.0 21.1 250.4 22.0 0.0 0.0 30.3 88.2 LnGrp LOS B C F C C F
Approach Vol, veh/h 1273 1870 1838
Approach Delay, s/veh 20.0 45.3 47.4
Approach LOS C D D
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 46.0 44.0 11.0 33.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 42.0 40.0 7.0 29.0
Max Q Clear Time (g_c+I1), s 23.9 26.5 9.0 31.0
Green Ext Time (p_c), s 5.4 9.5 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 39.6
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave 05/29/2025 OY 2026 Cumulative PM 2:19 pm 05/12/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 698 3 200 0 0 0 0 1160 389 536 1089 0 Future Volume (veh/h) 698 3 200 0 0 0 0 1160 389 536 1089 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 802 0 142 0 1221 409 564 1146 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 1296 0 576 0 1549 481 664 1928 0
Arrive On Green 0.36 0.00 0.36 0.00 0.30 0.30 0.19 0.54 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 3456 3647 0
Grp Volume(v), veh/h 802 0 142 0 1221 409 564 1146 0
Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1702 1585 1728 1777 0 Q Serve(g_s), s 15.8 0.0 5.3 0.0 18.7 20.7 13.4 18.6 0.0 Cycle Q Clear(g_c), s 15.8 0.0 5.3 0.0 18.7 20.7 13.4 18.6 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 1296 0 576 0 1549 481 664 1928 0 V/C Ratio(X) 0.62 0.00 0.25 0.00 0.79 0.85 0.85 0.59 0.00 Avail Cap(c_a), veh/h 1296 0 576 0 1617 502 811 2126 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 22.3 0.0 19.0 0.0 27.2 27.9 33.2 13.2 0.0 Incr Delay (d2), s/veh 2.2 0.0 1.0 0.0 2.6 12.7 7.2 0.4 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln6.3 0.0 2.0 0.0 7.4 8.9 6.0 6.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.5 0.0 20.0 0.0 29.8 40.6 40.4 13.5 0.0 LnGrp LOS C B C D D B
Approach Vol, veh/h 944 1630 1710
Approach Delay, s/veh 23.8 32.5 22.4
Approach LOS C C C
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 20.4 29.9 35.0 50.2
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 27.0 31.0 51.0
Max Q Clear Time (g_c+I1), s 15.4 22.7 17.8 20.6
Green Ext Time (p_c), s 1.0 3.2 3.0 9.4
Intersection Summary
HCM 7th Control Delay, s/veh 26.6
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
5: Central Ave & Driveway 1 05/29/2025
OY 2026 Cumulative PM 2:19 pm 05/12/2025 Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 165 0 0 37 0 1730 132 0 1303 53
Future Vol, veh/h 0 0 165 0 0 37 0 1730 132 0 1303 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - None - - None - - Free
Storage Length - - 0 - - 0 - - 149 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 174 0 0 39 0 1821 139 0 1372 56
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 686 - - 911 - 0 0 - - 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 7.14 - - 7.14 - - - - - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.92 - - 3.92 - - - - - -
Pot Cap-1 Maneuver 0 0 335 0 0 238 0 - - 0 - 0
Stage 1 0 0 - 0 0 - 0 - - 0 - 0
Stage 2 0 0 - 0 0 - 0 - - 0 - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 335 - - 238 - - - - - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 26.82 23.07 0 0

HCM LOS D C
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT
Capacity (veh/h) - - 335 238 -
HCM Lane V/C Ratio - - 0.519 0.164 -
HCM Ctrl Dly (s/v) - - 26.8 23.1 -
HCM Lane LOS - - D C -
HCM 95th %tile Q(veh) - - 2.8 0.6 -
HCM 7th TWSC
6: Driveway 2 & Cambern Ave 05/29/2025
OY 2026 Cumulative PM 2:19 pm 05/12/2025 Baseline Synchro 12 Report

Page 6 ends

Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 485 128 0 628 5 0 0 120 0 0 94
Future Vol, veh/h 0 485 128 0 628 5 0 0 120 0 0 94
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - 0 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 511 135 0 661 5 0 0 126 0 0 99
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 323 - - 331
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - - - - - - - 6.94 - - 6.94
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.32 - - 3.32
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 673 0 0 665
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 673 - - 665
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 0 11.58 11.36

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 673 - - - - 665
HCM Lane V/C Ratio 0.188 - - - - 0.149
HCM Ctrl Dly (s/v) 11.6 - - - - 11.4
HCM Lane LOS B - - - - B
HCM 95th %tile Q(veh) 0.7 - - - - 0.5
HCM 7th TWSC
7: Driveway 3 & Cambern Ave 05/29/2025
OY 2026 Cumulative PM 2:19 pm 05/12/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 4.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 208 38 24 187 0 157 1 32 0 0 0
Future Vol, veh/h 0 208 38 24 187 0 157 1 32 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 219 40 25 197 0 165 1 34 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 259 0 0 388 486 129 357 506 98 Stage 1 - - - - - - 239 239 - 247 247 -
Stage 2 - - - - - - 149 247 - 110 259 -
Critical Hdwy - - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 1303 - - 545 480 896 573 467 938 Stage 1 0 - - - - - 743 706 - 735 700 -
Stage 2 0 - - - - - 838 700 - 883 692 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - 1303 - - 534 470 896 539 458 938 Mov Cap-2 Maneuver - - - - - - 534 470 - 539 458 -
Stage 1 - - - - - - 743 706 - 720 686 -
Stage 2 - - - - - - 821 686 - 849 692 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 1 14.62 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 573 - - 409 - - -
HCM Lane V/C Ratio 0.349 - - 0.019 - - -
HCM Ctrl Dly (s/v) 14.6 - - 7.8 0.1 - 0
HCM Lane LOS B - - A A - A
HCM 95th %tile Q(veh) 1.6 - - 0.1 - - -
HCM 7th TWSC
8: Dexter Ave & Driveway 4 05/29/2025
OY 2026 Cumulative PM 2:19 pm 05/12/2025 Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 1.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 57 397 2 3 365 33 11 2 6 12 0 53
Future Vol, veh/h 57 397 2 3 365 33 11 2 6 12 0 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 60 418 2 3 384 35 12 2 6 13 0 56
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 419 0 0 420 0 0 929 964 419 947 948 402 Stage 1 - - - - - - 539 539 - 408 408 -
Stage 2 - - - - - - 391 425 - 539 540 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1140 - - 1139 - - 248 255 634 241 261 649 Stage 1 - - - - - - 527 522 - 620 597 -
Stage 2 - - - - - - 634 586 - 527 521 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1140 - - 1139 - - 210 237 634 220 242 649 Mov Cap-2 Maneuver - - - - - - 210 237 - 220 242 -
Stage 1 - - - - - - 490 486 - 618 595 -
Stage 2 - - - - - - 577 584 - 483 485 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.04 0.06 19.37 13.81

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 270 225 - - 13 - - 477
HCM Lane V/C Ratio 0.074 0.053 - - 0.003 - - 0.144
HCM Ctrl Dly (s/v) 19.4 8.3 0 - 8.2 0 - 13.8
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 0.5
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 05/29/2025
OY 2026 Cumulative PP AM 2:22 pm 05/12/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 98 51 66 204 73 62 98 952 194 106 1567 108 Future Volume (veh/h) 98 51 66 204 73 62 98 952 194 106 1567 108 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 103 54 69 215 77 65 103 1002 204 112 1649 114 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 338 153 196 197 576 488 166 1689 844 142 1803 804 Arrive On Green 0.21 0.21 0.21 0.06 0.31 0.31 0.05 0.48 0.48 0.08 0.51 0.51 Sat Flow, veh/h 1246 746 953 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 103 0 123 215 77 65 103 1002 204 112 1649 114 Grp Sat Flow(s),veh/h/ln 1246 0 1699 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 6.3 0.0 5.4 5.0 2.6 2.6 2.6 18.1 6.1 5.4 37.4 3.3 Cycle Q Clear(g_c), s 6.3 0.0 5.4 5.0 2.6 2.6 2.6 18.1 6.1 5.4 37.4 3.3 Prop In Lane 1.00 0.56 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 338 0 349 197 576 488 166 1689 844 142 1803 804 V/C Ratio(X) 0.30 0.00 0.35 1.09 0.13 0.13 0.62 0.59 0.24 0.79 0.91 0.14 Avail Cap(c_a), veh/h 338 0 349 197 576 488 197 1689 844 223 1864 832 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.2 0.0 29.8 41.3 21.9 21.9 41.0 16.8 11.0 39.6 19.9 11.5 Incr Delay (d2), s/veh 2.3 0.0 2.8 90.5 0.5 0.6 4.4 0.6 0.1 9.4 7.4 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 2.4 4.5 1.2 1.0 1.1 6.4 1.8 2.6 14.5 1.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 32.5 0.0 32.6 131.8 22.4 22.5 45.3 17.4 11.1 49.0 27.2 11.5 LnGrp LOS C C F C C D B B D C B
Approach Vol, veh/h 226 357 1309 1875
Approach Delay, s/veh 32.6 88.3 18.6 27.6
Approach LOS C F B C
Timer - Assigned Phs 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 31.0 11.0 45.7 9.0 22.0 8.2 48.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 27.0 11.0 40.0 5.0 18.0 5.0 46.0 Max Q Clear Time (g_c+I1), s 4.6 7.4 20.1 7.0 8.3 4.6 39.4 Green Ext Time (p_c), s 0.5 0.1 7.1 0.0 0.6 0.0 5.1
Intersection Summary
HCM 7th Control Delay, s/veh 30.5
HCM 7th LOS C
HCM 7th Signalized Intersection Summary
2: Dexter Ave & Central Ave 05/29/2025
OY 2026 Cumulative PP AM 2:22 pm 05/12/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 79 126 443 246 217 45 358 1249 204 78 1569 127 Future Volume (veh/h) 79 126 443 246 217 45 358 1249 204 78 1569 127 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 83 133 466 259 228 47 377 1315 215 82 1652 134 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 107 365 680 204 376 78 417 2285 709 105 1754 432 Arrive On Green 0.06 0.20 0.20 0.11 0.25 0.25 0.23 0.45 0.45 0.06 0.27 0.27 Sat Flow, veh/h 1781 1870 1585 1781 1504 310 1781 5106 1585 1781 6434 1585 Grp Volume(v), veh/h 83 133 466 259 0 275 377 1315 215 82 1652 134 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1781 0 1815 1781 1702 1585 1781 1609 1585 Q Serve(g_s), s 4.0 5.4 17.0 10.0 0.0 11.7 17.9 16.7 7.6 4.0 21.9 5.9 Cycle Q Clear(g_c), s 4.0 5.4 17.0 10.0 0.0 11.7 17.9 16.7 7.6 4.0 21.9 5.9 Prop In Lane 1.00 1.00 1.00 0.17 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 107 365 680 204 0 454 417 2285 709 105 1754 432 V/C Ratio(X) 0.78 0.36 0.69 1.27 0.00 0.61 0.90 0.58 0.30 0.78 0.94 0.31 Avail Cap(c_a), veh/h 143 365 680 204 0 454 490 2285 709 163 1754 432 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.4 30.4 20.1 38.6 0.0 28.9 32.4 17.9 15.4 40.4 31.0 25.2 Incr Delay (d2), s/veh 17.4 0.6 2.9 153.1 0.0 2.3 18.3 1.1 1.1 11.7 10.7 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 2.3 7.6 12.9 0.0 5.2 9.4 6.1 2.8 2.0 9.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 57.8 31.0 23.0 191.7 0.0 31.2 50.7 19.0 16.5 52.1 41.7 25.6 LnGrp LOS E C C F C D B B D D C
Approach Vol, veh/h 682 534 1907 1868
Approach Delay, s/veh 28.8 109.0 25.0 41.0
Approach LOS C F C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s9.2 43.0 14.0 21.0 24.4 27.8 9.2 25.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 39.0 10.0 17.0 24.0 23.0 7.0 20.0 Max Q Clear Time (g_c+I1), s 6.0 18.7 12.0 19.0 19.9 23.9 6.0 13.7 Green Ext Time (p_c), s 0.0 10.0 0.0 0.0 0.5 0.0 0.0 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 40.5
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp 05/29/2025 OY 2026 Cumulative PP AM 2:22 pm 05/12/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 535 5 601 175 1216 0 0 1655 562 Future Volume (veh/h) 0 0 0 535 5 601 175 1216 0 0 1655 562 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 773 0 412 184 1280 0 0 1742 592
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 1306 0 581 218 2780 0 0 1929 599
Arrive On Green 0.37 0.00 0.37 0.12 0.54 0.00 0.00 0.38 0.38 Sat Flow, veh/h 3563 0 1585 1781 5274 0 0 5274 1585
Grp Volume(v), veh/h 773 0 412 184 1280 0 0 1742 592
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1702 0 0 1702 1585 Q Serve(g_s), s 15.8 0.0 20.0 9.1 13.7 0.0 0.0 29.0 33.4 Cycle Q Clear(g_c), s 15.8 0.0 20.0 9.1 13.7 0.0 0.0 29.0 33.4 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 1306 0 581 218 2780 0 0 1929 599 V/C Ratio(X) 0.59 0.00 0.71 0.85 0.46 0.00 0.00 0.90 0.99 Avail Cap(c_a), veh/h 1306 0 581 218 2780 0 0 1929 599
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 23.0 0.0 24.4 38.7 12.5 0.0 0.0 26.4 27.8 Incr Delay (d2), s/veh 2.0 0.0 7.1 25.2 0.1 0.0 0.0 6.4 33.7 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 6.7 0.0 8.4 5.4 4.9 0.0 0.0 11.9 17.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 25.0 0.0 31.5 63.9 12.6 0.0 0.0 32.9 61.5 LnGrp LOS C C E B C E
Approach Vol, veh/h 1185 1464 2334
Approach Delay, s/veh 27.3 19.0 40.1
Approach LOS C B D
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 37.0 53.0 15.0 38.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 33.0 49.0 11.0 34.0
Max Q Clear Time (g_c+I1), s 22.0 15.7 11.1 35.4
Green Ext Time (p_c), s 3.7 11.8 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 30.9
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave 05/29/2025 OY 2026 Cumulative PP AM 2:22 pm 05/12/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 449 0 344 0 0 0 0 940 610 750 1473 0 Future Volume (veh/h) 449 0 344 0 0 0 0 940 610 750 1473 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 586 0 241 0 989 642 789 1551 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 918 0 408 0 1830 568 862 2320 0
Arrive On Green 0.26 0.00 0.26 0.00 0.36 0.36 0.25 0.65 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 3456 3647 0
Grp Volume(v), veh/h 586 0 241 0 989 642 789 1551 0
Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1702 1585 1728 1777 0 Q Serve(g_s), s 13.0 0.0 11.9 0.0 13.8 32.0 19.8 24.0 0.0 Cycle Q Clear(g_c), s 13.0 0.0 11.9 0.0 13.8 32.0 19.8 24.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 918 0 408 0 1830 568 862 2320 0
V/C Ratio(X) 0.64 0.00 0.59 0.00 0.54 1.13 0.92 0.67 0.00 Avail Cap(c_a), veh/h 918 0 408 0 1830 568 890 2349 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 29.4 0.0 29.0 0.0 22.8 28.6 32.6 9.6 0.0 Incr Delay (d2), s/veh 3.4 0.0 6.1 0.0 0.3 78.9 13.6 0.7 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.6 0.0 4.9 0.0 5.2 23.6 9.4 7.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 32.8 0.0 35.1 0.0 23.1 107.5 46.2 10.3 0.0 LnGrp LOS C D C F D B
Approach Vol, veh/h 827 1631 2340
Approach Delay, s/veh 33.5 56.3 22.4
Approach LOS C E C
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 26.3 36.0 27.0 62.3
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 23.0 32.0 23.0 59.0
Max Q Clear Time (g_c+I1), s 21.8 34.0 15.0 26.0
Green Ext Time (p_c), s 0.4 0.0 2.0 14.9
Intersection Summary
HCM 7th Control Delay, s/veh 35.8
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
5: Central Ave & Driveway 1 05/29/2025
OY 2026 Cumulative PP AM 2:22 pm 05/12/2025 Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 165 0 0 44 0 1610 181 0 1355 53
Future Vol, veh/h 0 0 165 0 0 44 0 1610 181 0 1355 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - None - - None - - Free
Storage Length - - 0 - - 0 - - 149 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 174 0 0 46 0 1695 191 0 1426 56
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 713 - - 847 - 0 0 - - 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 7.14 - - 7.14 - - - - - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.92 - - 3.92 - - - - - -
Pot Cap-1 Maneuver 0 0 321 0 0 262 0 - - 0 - 0
Stage 1 0 0 - 0 0 - 0 - - 0 - 0
Stage 2 0 0 - 0 0 - 0 - - 0 - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 321 - - 262 - - - - - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 28.68 21.67 0 0

HCM LOS D C
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT
Capacity (veh/h) - - 321 262 -
HCM Lane V/C Ratio - - 0.541 0.177 -
HCM Ctrl Dly (s/v) - - 28.7 21.7 -
HCM Lane LOS - - D C -
HCM 95th %tile Q(veh) - - 3 0.6 -
HCM 7th TWSC
6: Driveway 2 & Cambern Ave 05/29/2025
OY 2026 Cumulative PP AM 2:22 pm 05/12/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 240 79 0 389 5 0 0 28 0 0 67
Future Vol, veh/h 0 240 79 0 389 5 0 0 28 0 0 67
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - 0 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 253 83 0 409 5 0 0 29 0 0 71
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 168 - - 205
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - - - - - - - 6.94 - - 6.94
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.32 - - 3.32
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 847 0 0 802
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 847 - - 802
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 0 9.4 9.92

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 847 - - - - 802
HCM Lane V/C Ratio 0.035 - - - - 0.088
HCM Ctrl Dly (s/v) 9.4 - - - - 9.9
HCM Lane LOS A - - - - A
HCM 95th %tile Q(veh) 0.1 - - - - 0.3
HCM 7th TWSC
7: Driveway 3 & Cambern Ave 05/29/2025
OY 2026 Cumulative PP AM 2:22 pm 05/12/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 2.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 110 22 15 158 1 62 0 15 0 0 0
Future Vol, veh/h 0 110 22 15 158 1 62 0 15 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 116 23 16 166 1 65 0 16 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 139 0 0 242 326 69 256 337 83 Stage 1 - - - - - - 127 127 - 198 198 -
Stage 2 - - - - - - 115 199 - 58 139 -
Critical Hdwy - - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 1442 - - 692 591 979 677 583 960 Stage 1 0 - - - - - 863 790 - 785 736 -
Stage 2 0 - - - - - 878 735 - 947 781 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - 1442 - - 684 584 979 658 576 960 Mov Cap-2 Maneuver - - - - - - 684 584 - 658 576 -
Stage 1 - - - - - - 863 790 - 776 728 -
Stage 2 - - - - - - 868 727 - 932 781 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 0.71 10.58 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 726 - - 312 - - -
HCM Lane V/C Ratio 0.112 - - 0.011 - - -
HCM Ctrl Dly (s/v) 10.6 - - 7.5 0.1 - 0
HCM Lane LOS B - - A A - A
HCM 95th %tile Q(veh) 0.4 - - 0 - - -
HCM 7th TWSC
8: Dexter Ave & Driveway 4 05/29/2025
OY 2026 Cumulative PP AM 2:22 pm 05/12/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 43 341 0 3 392 7 8 1 8 7 2 91
Future Vol, veh/h 43 341 0 3 392 7 8 1 8 7 2 91
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 45 359 0 3 413 7 8 1 8 7 2 96
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 420 0 0 359 0 0 869 876 359 873 872 416 Stage 1 - - - - - - 449 449 - 423 423 -
Stage 2 - - - - - - 420 426 - 450 449 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1139 - - 1200 - - 272 287 685 271 289 636 Stage 1 - - - - - - 589 572 - 609 588 -
Stage 2 - - - - - - 611 586 - 589 572 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1139 - - 1200 - - 217 272 685 252 274 636 Mov Cap-2 Maneuver - - - - - - 217 272 - 252 274 -
Stage 1 - - - - - - 560 544 - 607 586 -
Stage 2 - - - - - - 515 584 - 551 544 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.93 0.06 16.69 12.88

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 326 202 - - 13 - - 562
HCM Lane V/C Ratio 0.055 0.04 - - 0.003 - - 0.187
HCM Ctrl Dly (s/v) 16.7 8.3 0 - 8 0 - 12.9
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.7
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 05/29/2025
OY 2026 Cumulative PP PM 2:23 pm 05/12/2025 Baseline Synchro 12 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 285 135 65 245 133 234 93 1648 139 192 1236 161 Future Volume (veh/h) 285 135 65 245 133 234 93 1648 139 192 1236 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 300 142 68 258 140 246 98 1735 146 202 1301 169 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 357 332 159 154 686 581 158 1382 687 198 1614 720 Arrive On Green 0.28 0.28 0.28 0.04 0.37 0.37 0.05 0.39 0.39 0.11 0.45 0.45 Sat Flow, veh/h 997 1195 572 3456 1870 1585 3456 3554 1585 1781 3554 1585 Grp Volume(v), veh/h 300 0 210 258 140 246 98 1735 146 202 1301 169 Grp Sat Flow(s),veh/h/ln 997 0 1767 1728 1870 1585 1728 1777 1585 1781 1777 1585 Q Serve(g_s), s 25.0 0.0 8.8 4.0 4.6 10.5 2.5 35.0 5.2 10.0 28.4 5.9 Cycle Q Clear(g_c), s 25.0 0.0 8.8 4.0 4.6 10.5 2.5 35.0 5.2 10.0 28.4 5.9 Prop In Lane 1.00 0.32 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 357 0 491 154 686 581 158 1382 687 198 1614 720 V/C Ratio(X) 0.84 0.00 0.43 1.68 0.20 0.42 0.62 1.26 0.21 1.02 0.81 0.23 Avail Cap(c_a), veh/h 357 0 491 154 686 581 192 1382 687 198 1614 720 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.5 0.0 26.6 43.0 19.5 21.4 42.2 27.5 15.9 40.0 21.2 15.0 Incr Delay (d2), s/veh 20.6 0.0 2.7 332.6 0.7 2.3 4.2 121.0 0.2 69.4 3.1 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.3 0.0 3.9 8.7 2.0 3.9 1.1 36.2 1.7 7.9 10.8 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 54.1 0.0 29.3 375.6 20.2 23.6 46.3 148.5 16.1 109.4 24.3 15.2 LnGrp LOS D C F C C D F B F C B
Approach Vol, veh/h 510 644 1979 1672
Approach Delay, s/veh 43.9 163.9 133.7 33.6
Approach LOS D F F C
Timer - Assigned Phs 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 37.0 14.0 39.0 8.0 29.0 8.1 44.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 33.0 10.0 35.0 4.0 25.0 5.0 40.0 Max Q Clear Time (g_c+I1), s 12.5 12.0 37.0 6.0 27.0 4.5 30.4 Green Ext Time (p_c), s 1.5 0.0 0.0 0.0 0.0 0.0 5.9
Intersection Summary
HCM 7th Control Delay, s/veh 93.4
HCM 7th LOS F
Notes
User approved pedestrian interval to be less than phase max green.

HCM 7th Signalized Intersection Summary
2: Dexter Ave & Central Ave 05/29/2025
OY 2026 Cumulative PP PM 2:23 pm 05/12/2025 Baseline Synchro 12 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 104 104 243 308 145 84 275 1888 285 107 1330 77 Future Volume (veh/h) 104 104 243 308 145 84 275 1888 285 107 1330 77 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 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 109 109 256 324 153 88 289 1987 300 113 1400 81 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 139 289 539 305 277 159 330 2101 652 142 1966 484 Arrive On Green 0.08 0.15 0.15 0.17 0.25 0.25 0.19 0.41 0.41 0.08 0.31 0.31 Sat Flow, veh/h 1781 1870 1585 1781 1114 641 1781 5106 1585 1781 6434 1585 Grp Volume(v), veh/h 109 109 256 324 0 241 289 1987 300 113 1400 81 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1781 0 1755 1781 1702 1585 1781 1609 1585 Q Serve(g_s), s 5.3 4.6 11.1 15.0 0.0 10.5 13.8 32.8 12.0 5.5 16.9 3.3 Cycle Q Clear(g_c), s 5.3 4.6 11.1 15.0 0.0 10.5 13.8 32.8 12.0 5.5 16.9 3.3 Prop In Lane 1.00 1.00 1.00 0.37 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 139 289 539 305 0 436 330 2101 652 142 1966 484 V/C Ratio(X) 0.79 0.38 0.47 1.06 0.00 0.55 0.87 0.95 0.46 0.80 0.71 0.17 Avail Cap(c_a), veh/h 224 342 584 305 0 436 448 2101 652 142 1966 484 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.6 33.2 22.7 36.3 0.0 28.7 34.6 24.8 18.7 39.6 27.0 22.2 Incr Delay (d2), s/veh 9.4 0.8 0.7 68.6 0.0 1.5 13.6 10.5 2.3 26.0 1.2 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.5 2.0 4.0 12.1 0.0 4.4 6.9 13.9 4.6 3.3 6.0 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 49.0 34.0 23.4 104.8 0.0 30.2 48.2 35.3 21.0 65.6 28.2 22.4 LnGrp LOS D C C F C D D C E C C
Approach Vol, veh/h 474 565 2576 1594
Approach Delay, s/veh 31.7 73.0 35.1 30.5
Approach LOS C E D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s11.0 40.0 19.0 17.5 20.2 30.7 10.8 25.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 36.0 15.0 16.0 22.0 21.0 11.0 20.0 Max Q Clear Time (g_c+I1), s 7.5 34.8 17.0 13.1 15.8 18.9 7.3 12.5 Green Ext Time (p_c), s 0.0 1.1 0.0 0.4 0.4 1.6 0.1 0.7 Intersection Summary
HCM 7th Control Delay, s/veh 37.5
HCM 7th LOS D
HCM 7th Signalized Intersection Summary
3: Central Ave & I-15 North On Ramp/I-15 North Off Ramp 05/29/2025 OY 2026 Cumulative PP PM 2:23 pm 05/12/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 399 1 840 181 1642 0 0 1277 555 Future Volume (veh/h) 0 0 0 399 1 840 181 1642 0 0 1277 555 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 280 0 1034 191 1728 0 0 1344 584
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 831 0 1479 139 2269 0 0 1645 511
Arrive On Green 0.47 0.00 0.47 0.08 0.44 0.00 0.00 0.32 0.32 Sat Flow, veh/h 1781 0 3170 1781 5274 0 0 5274 1585
Grp Volume(v), veh/h 280 0 1034 191 1728 0 0 1344 584
Grp Sat Flow(s),veh/h/ln 1781 0 1585 1781 1702 0 0 1702 1585 Q Serve(g_s), s 9.0 0.0 23.2 7.0 25.6 0.0 0.0 21.8 29.0 Cycle Q Clear(g_c), s 9.0 0.0 23.2 7.0 25.6 0.0 0.0 21.8 29.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 831 0 1479 139 2269 0 0 1645 511 V/C Ratio(X) 0.34 0.00 0.70 1.38 0.76 0.00 0.00 0.82 1.14 Avail Cap(c_a), veh/h 831 0 1479 139 2269 0 0 1645 511
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 15.2 0.0 19.0 41.5 21.0 0.0 0.0 28.1 30.5 Incr Delay (d2), s/veh 1.1 0.0 2.8 208.9 1.6 0.0 0.0 3.3 85.7 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 3.7 0.0 8.6 11.1 9.9 0.0 0.0 8.8 22.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 16.3 0.0 21.8 250.4 22.6 0.0 0.0 31.4 116.2 LnGrp LOS B C F C C F
Approach Vol, veh/h 1314 1919 1928
Approach Delay, s/veh 20.6 45.2 57.1
Approach LOS C D E
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 46.0 44.0 11.0 33.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 42.0 40.0 7.0 29.0
Max Q Clear Time (g_c+I1), s 25.2 27.6 9.0 31.0
Green Ext Time (p_c), s 5.5 9.1 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 43.4
HCM 7th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th Signalized Intersection Summary
4: I-15 South Off Ramp/I-15 South On Ramp & Central Ave 05/29/2025 OY 2026 Cumulative PP PM 2:23 pm 05/12/2025 Baseline Synchro 12 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 737 3 200 0 0 0 0 1168 389 575 1097 0 Future Volume (veh/h) 737 3 200 0 0 0 0 1168 389 575 1097 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 843 0 142 0 1229 409 605 1155 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 0 2 2 2 2 0
Cap, veh/h 1277 0 568 0 1535 477 698 1951 0
Arrive On Green 0.36 0.00 0.36 0.00 0.30 0.30 0.20 0.55 0.00 Sat Flow, veh/h 3563 0 1585 0 5274 1585 3456 3647 0
Grp Volume(v), veh/h 843 0 142 0 1229 409 605 1155 0
Grp Sat Flow(s),veh/h/ln1781 0 1585 0 1702 1585 1728 1777 0 Q Serve(g_s), s 17.2 0.0 5.5 0.0 19.2 21.0 14.6 18.8 0.0 Cycle Q Clear(g_c), s 17.2 0.0 5.5 0.0 19.2 21.0 14.6 18.8 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 1277 0 568 0 1535 477 698 1951 0 V/C Ratio(X) 0.66 0.00 0.25 0.00 0.80 0.86 0.87 0.59 0.00 Avail Cap(c_a), veh/h 1277 0 568 0 1595 495 799 2096 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 23.3 0.0 19.5 0.0 27.8 28.5 33.4 13.0 0.0 Incr Delay (d2), s/veh 2.7 0.0 1.1 0.0 2.9 13.7 9.0 0.4 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln7.0 0.0 2.0 0.0 7.7 9.2 6.7 6.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 26.0 0.0 20.6 0.0 30.8 42.2 42.4 13.4 0.0 LnGrp LOS C C C D D B
Approach Vol, veh/h 985 1638 1760
Approach Delay, s/veh 25.2 33.6 23.4
Approach LOS C C C
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 21.5 30.0 35.0 51.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 27.0 31.0 51.0
Max Q Clear Time (g_c+I1), s 16.6 23.0 19.2 20.8
Green Ext Time (p_c), s 0.8 3.0 3.0 9.4
Intersection Summary
HCM 7th Control Delay, s/veh 27.6
HCM 7th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

HCM 7th TWSC
5: Central Ave & Driveway 1 05/29/2025
OY 2026 Cumulative PP PM 2:23 pm 05/12/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 165 0 0 49 0 1730 210 0 1303 53
Future Vol, veh/h 0 0 165 0 0 49 0 1730 210 0 1303 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - Stop - - None - - None - - Free
Storage Length - - 0 - - 0 - - 149 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 174 0 0 52 0 1821 221 0 1372 56
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 686 - - 911 - 0 0 - - 0
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - 7.14 - - 7.14 - - - - - -
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - 3.92 - - 3.92 - - - - - -
Pot Cap-1 Maneuver 0 0 335 0 0 238 0 - - 0 - 0
Stage 1 0 0 - 0 0 - 0 - - 0 - 0
Stage 2 0 0 - 0 0 - 0 - - 0 - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 335 - - 238 - - - - - -
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 26.82 24.27 0 0

HCM LOS D C
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT
Capacity (veh/h) - - 335 238 -
HCM Lane V/C Ratio - - 0.519 0.217 -
HCM Ctrl Dly (s/v) - - 26.8 24.3 -
HCM Lane LOS - - D C -
HCM 95th %tile Q(veh) - - 2.8 0.8 -
HCM 7th TWSC
6: Driveway 2 & Cambern Ave 05/29/2025
OY 2026 Cumulative PP PM 2:23 pm 05/12/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 485 149 0 637 5 0 0 120 0 0 94
Future Vol, veh/h 0 485 149 0 637 5 0 0 120 0 0 94
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - 0 - - 0
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 511 157 0 671 5 0 0 126 0 0 99
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 - - 0 - - 334 - - 335
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Critical Hdwy - - - - - - - - 6.94 - - 6.94
Critical Hdwy Stg 1 - - - - - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - - - - - -
Follow-up Hdwy - - - - - - - - 3.32 - - 3.32
Pot Cap-1 Maneuver 0 - - 0 - - 0 0 662 0 0 661
Stage 1 0 - - 0 - - 0 0 - 0 0 -
Stage 2 0 - - 0 - - 0 0 - 0 0 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - - - - - - 662 - - 661
Mov Cap-2 Maneuver - - - - - - - - - - - -
Stage 1 - - - - - - - - - - - -
Stage 2 - - - - - - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 0 11.71 11.41

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1
Capacity (veh/h) 662 - - - - 661
HCM Lane V/C Ratio 0.191 - - - - 0.15
HCM Ctrl Dly (s/v) 11.7 - - - - 11.4
HCM Lane LOS B - - - - B
HCM 95th %tile Q(veh) 0.7 - - - - 0.5
HCM 7th TWSC
7: Driveway 3 & Cambern Ave 05/29/2025
OY 2026 Cumulative PP PM 2:23 pm 05/12/2025 Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 4.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 208 38 24 187 0 166 1 32 0 0 0
Future Vol, veh/h 0 208 38 24 187 0 166 1 32 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - 0 - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 219 40 25 197 0 175 1 34 0 0 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All - 0 0 259 0 0 388 486 129 357 506 98 Stage 1 - - - - - - 239 239 - 247 247 -
Stage 2 - - - - - - 149 247 - 110 259 -
Critical Hdwy - - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy - - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 0 - - 1303 - - 545 480 896 573 467 938 Stage 1 0 - - - - - 743 706 - 735 700 -
Stage 2 0 - - - - - 838 700 - 883 692 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - - 1303 - - 534 470 896 539 458 938 Mov Cap-2 Maneuver - - - - - - 534 470 - 539 458 -
Stage 1 - - - - - - 743 706 - 720 686 -
Stage 2 - - - - - - 821 686 - 849 692 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 1 14.92 0

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT WBR SBLn1
Capacity (veh/h) 571 - - 409 - - -
HCM Lane V/C Ratio 0.367 - - 0.019 - - -
HCM Ctrl Dly (s/v) 14.9 - - 7.8 0.1 - 0
HCM Lane LOS B - - A A - A
HCM 95th %tile Q(veh) 1.7 - - 0.1 - - -
HCM 7th TWSC
8: Dexter Ave & Driveway 4 05/29/2025
OY 2026 Cumulative PP PM 2:23 pm 05/12/2025 Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 3.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 78 397 2 3 365 33 11 2 6 12 0 152
Future Vol, veh/h 78 397 2 3 365 33 11 2 6 12 0 152
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 82 418 2 3 384 35 12 2 6 13 0 160
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 419 0 0 420 0 0 974 1008 419 991 992 402 Stage 1 - - - - - - 583 583 - 408 408 -
Stage 2 - - - - - - 391 425 - 583 584 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1140 - - 1139 - - 231 240 634 225 246 649 Stage 1 - - - - - - 498 498 - 620 597 -
Stage 2 - - - - - - 634 586 - 498 498 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1140 - - 1139 - - 157 217 634 199 222 649 Mov Cap-2 Maneuver - - - - - - 157 217 - 199 222 -
Stage 1 - - - - - - 451 452 - 618 595 -
Stage 2 - - - - - - 476 584 - 445 451 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.37 0.06 23.51 14.34

HCM LOS C B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 214 294 - - 13 - - 557
HCM Lane V/C Ratio 0.093 0.072 - - 0.003 - - 0.31
HCM Ctrl Dly (s/v) 23.5 8.4 0 - 8.2 0 - 14.3
HCM Lane LOS C A A - A A - B
HCM 95th %tile Q(veh) 0.3 0.2 - - 0 - - 1.3

APPENDIX D

CUMULATIVE PROJECT TRIP

DISTRIBUTION

CUMULATIVE PROJECTS - DISTRIBUTION TOTAL OF ALL CUMULATIVE PROJECTS AM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
1 Central Ave and Cambern Ave 0 92 1 0 191 0 0 0 0 2 0 0 2 Central Ave and Dexter Ave 0 83 49 11 182 0 0 0 0 50 0 10 3 Central Avenue and I-15 Northbound On/Off-ramps 80 73 0 0 128 105 0 0 0 120 0 59 4 Central Avenue and I-15 Southbound On/Off-ramps 0 93 80 105 143 0 59 0 120 0 0 0 5 Central Avenue and Driveway 1 0 93 0 0 193 0 0 0 0 0 0 0 6 Cambern Avenue and Driveway 2 0 0 0 0 0 0 0 67 0 0 117 0 7 Cambern Avenue and Driveway 3 0 0 0 0 0 0 0 1 0 0 2 0 8 Dexter Avenue and Driveway 4 0 0 0 0 0 0 0 82 0 0 59 0 PM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
1 Central Ave and Cambern Ave 0 211 2 0 140 0 0 0 0 1 0 0 2 Central Ave and Dexter Ave 0 203 54 11 130 0 0 0 0 51 0 10 3 Central Avenue and I-15 Northbound On/Off-ramps 124 138 0 0 95 84 0 0 0 97 0 120 4 Central Avenue and I-15 Southbound On/Off-ramps 0 142 124 84 107 0 120 0 97 0 0 0 5 Central Avenue and Driveway 1 0 213 0 0 141 0 0 0 0 0 0 0 6 Cambern Avenue and Driveway 2 0 0 0 0 0 0 0 173 0 0 134 0 7 Cambern Avenue and Driveway 3 0 0 0 0 0 0 0 2 0 0 1 0 8 Dexter Avenue and Driveway 4 0 0 0 0 0 0 0 73 0 0 61 0 Related Projects Trip Distribution, Totals 6/2/2025, 10:38 AM

CUMULATIVE PROJECTS - HAND ENTERED FROM TRAFFIC STUDIES AM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
1 Central Ave and Cambern Ave 0 94 48 0 0 0 0 4 0 114 3 0 2 Central Ave and Dexter Ave 0 117 0 12 94 8 10 0 0 0 0 15 3 Central Avenue and I-15 Northbound On/Off-ramps 0 84 0 0 63 31 0 0 0 0 0 33 4 Central Avenue and I-15 Southbound On/Off-ramps 0 46 0 26 37 0 38 0 0 0 0 0 5 Central Avenue and Driveway 1 0 0 0 0 0 0 0 0 0 0 0 0 6 Cambern Avenue and Driveway 2 0 0 0 0 0 65 0 52 0 0 52 4 7 Cambern Avenue and Driveway 3 0 0 0 0 0 0 0 12 0 0 0 0 8 Dexter Avenue and Driveway 4 0 0 0 0 0 0 0 12 0 0 15 0 PM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
1 Central Ave and Cambern Ave 0 117 60 0 0 0 0 5 0 165 4 0 2 Central Ave and Dexter Ave 0 146 0 18 136 11 12 0 0 0 0 19 3 Central Avenue and I-15 Northbound On/Off-ramps 0 105 0 0 91 45 0 0 0 0 0 41 4 Central Avenue and I-15 Southbound On/Off-ramps 0 57 0 38 54 0 48 0 0 0 0 0 5 Central Avenue and Driveway 1 0 0 0 0 0 0 0 0 0 0 0 0 6 Cambern Avenue and Driveway 2 0 0 0 0 0 94 0 65 0 0 76 5 7 Cambern Avenue and Driveway 3 0 0 0 0 0 0 0 18 0 0 20 0 8 Dexter Avenue and Driveway 4 0 0 0 0 0 0 0 18 0 0 19 0 Related Projects Trip Distribution, Totals 6/2/2025, 10:38 AM

TOTAL CUMULATIVE PROJECTS TRAFFIC
AM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
1 Central Ave and Cambern Ave 0 186 49 0 191 0 0 4 0 116 3 0 2 Central Ave and Dexter Ave 0 200 49 23 276 8 10 0 0 50 0 25 3 Central Avenue and I-15 Northbound On/Off-ramps 80 157 0 0 191 136 0 0 0 120 0 92 4 Central Avenue and I-15 Southbound On/Off-ramps 0 139 80 131 180 0 97 0 120 0 0 0 5 Central Avenue and Driveway 1 0 93 0 0 193 0 0 0 0 0 0 0 6 Cambern Avenue and Driveway 2 0 0 0 0 0 65 0 119 0 0 169 4 7 Cambern Avenue and Driveway 3 0 0 0 0 0 0 0 13 0 0 2 0 8 Dexter Avenue and Driveway 4 0 0 0 0 0 0 0 94 0 0 74 0 PM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
1 Central Ave and Cambern Ave 0 328 62 0 140 0 0 5 0 166 4 0 2 Central Ave and Dexter Ave 0 349 54 29 266 11 12 0 0 51 0 29 3 Central Avenue and I-15 Northbound On/Off-ramps 124 243 0 0 186 129 0 0 0 97 0 161 4 Central Avenue and I-15 Southbound On/Off-ramps 0 199 124 122 161 0 168 0 97 0 0 0 5 Central Avenue and Driveway 1 0 213 0 0 141 0 0 0 0 0 0 0 6 Cambern Avenue and Driveway 2 0 0 0 0 0 94 0 238 0 0 210 5 7 Cambern Avenue and Driveway 3 0 0 0 0 0 0 0 20 0 0 21 0 8 Dexter Avenue and Driveway 4 0 0 0 0 0 0 0 91 0 0 80 0 Related Projects Trip Distribution, Totals 6/2/2025, 10:38 AM Int. #: 1
Mirror distribution? Y Entire Intersection TOTAL CUMULATIVE PROJECTS TRAFFIC Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
Mirror distribution? AM In 0 68 1 0 34 0 0 0 0 0 0 0
AM Out 0 24 0 0 157 0 0 0 0 2 0 0
AM Tot 0 92 1 0 191 0 0 0 0 2 0 0
PM In 0 183 2 0 22 0 0 0 0 0 0 0
PM Out 0 28 0 0 118 0 0 0 0 1 0 0
PM Tot 0 211 2 0 140 0 0 0 0 1 0 0
Zone # 1 NE Retail | 8,17
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 165 0 17 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 139 0 0 0 0 14 0 0 0 0 0 0 0
PM In 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 210 0 21 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM Out 205 0 0 0 0 21 0 0 0 0 0 0 0 Zone # 2 NE Housing | 1
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% AM In 256 0 51 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 20% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 717 0 0 0 0 143 0 0 0 0 0 0 0
PM In 0% 20% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 812 0 162 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 20% 0% 0% 0% 0% 0% 0% 0% PM Out 483 0 0 0 0 97 0 0 0 0 0 0 0 Zone # 3 NW Mix | 28,23,9
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 763 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 223 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 334 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 767 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 4 E. Housing | 20
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 7 0 0 1 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% 0%
AM Out AM Out 23 0 0 0 0 0 0 0 0 0 2 0 0
PM In 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 24 0 0 2 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% 0% PM Out 14 0 0 0 0 0 0 0 0 0 1 0 0 Central Ave and Cambern Ave
Related Projects Trip Distribution, Int1 6/2/2025, 10:40 AM Int. #: 1 Central Ave and Cambern Ave
Zone # 5 SE Mix of Industrial and Retail | 6,18,24
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 157 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 191 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 195 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 198 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 6 SE Housing | 2,3
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 664 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 1,153 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 1,708 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 1,332 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 7 SE industrial | 15,27,4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 137 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 78 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 389 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 431 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 8 S /SW Mix | 25,19,22,16,5,26
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% AM In 247 0 0 0 0 12 0 0 0 0 0 0 0
Y 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 83 0 4 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 5% 0% 0% 0% 0% 0% 0% 0% PM In 114 0 0 0 0 6 0 0 0 0 0 0 0 PM Out 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 238 0 12 0 0 0 0 0 0 0 0 0 0 Zone # 9 Retail | 10
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 105 0 0 0 0 11 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 95 0 10 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 105 0 0 0 0 11 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 100 0 10 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int1 6/2/2025, 10:40 AM Int. #: 1 Central Ave and Cambern Ave
Zone # 10 SW Mix | 21,12
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% AM In 226 0 0 0 0 11 0 0 0 0 0 0 0
Y 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 190 0 10 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 5% 0% 0% 0% 0% 0% 0% 0% PM In 91 0 0 0 0 5 0 0 0 0 0 0 0 PM Out 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 115 0 6 0 0 0 0 0 0 0 0 0 0 Zone # 11 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 12 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int1 6/2/2025, 10:40 AM Int. #: 2

Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 69 49 11 23 0 0 0 0 0 0 0
AM Out 0 14 0 0 159 0 0 0 0 50 0 10
AM Tot 0 83 49 11 182 0 0 0 0 50 0 10
PM In 0 185 54 11 11 0 0 0 0 0 0 0
PM Out 0 18 0 0 119 0 0 0 0 51 0 10
PM Tot 0 203 54 11 130 0 0 0 0 51 0 10
Zone # 1 NE Retail | 8,17
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 165 0 17 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 139 0 0 0 0 14 0 0 0 0 0 0 0
PM In 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 210 0 21 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM Out 205 0 0 0 0 21 0 0 0 0 0 0 0 Zone # 2 NE Housing | 1
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% AM In 256 0 51 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 20% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 717 0 0 0 0 143 0 0 0 0 0 0 0
PM In 0% 20% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 812 0 162 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 20% 0% 0% 0% 0% 0% 0% 0% PM Out 483 0 0 0 0 97 0 0 0 0 0 0 0 Zone # 3 NW Mix | 28,23,9
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 763 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 223 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 334 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 767 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 4 E. Housing | 20
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 10% AM In 7 0 1 1 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 10% 0% 0% 0% 0% 10% 0% 0%
AM Out AM Out 23 0 0 0 0 2 0 0 0 0 2 0 0
PM In 0% 10% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 24 0 2 2 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 10% 0% 0% 0% 0% 10% 0% 0% PM Out 14 0 0 0 0 1 0 0 0 0 1 0 0 Central Ave and Dexter Ave
Related Projects Trip Distribution, Int 2 6/2/2025, 10:42 AM Int. #: 2 Central Ave and Dexter Ave
Zone # 5 SE Mix of Industrial and Retail | 6,18,24
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 157 0 0 16 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% 0%
AM Out AM Out 191 0 0 0 0 0 0 0 0 0 19 0 0
PM In 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 195 0 0 20 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% 0% PM Out 198 0 0 0 0 0 0 0 0 0 20 0 0 Zone # 6 SE Housing | 2,3
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 664 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 1,153 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 1,708 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 1,332 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 7 SE industrial | 15,27,4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 137 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 78 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 389 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 431 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 8 S /SW Mix | 25,19,22,16,5,26
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% AM In 247 0 0 0 0 12 0 0 0 0 0 0 0
Y 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 83 0 4 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 5% 0% 0% 0% 0% 0% 0% 0% PM In 114 0 0 0 0 6 0 0 0 0 0 0 0 PM Out 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 238 0 12 0 0 0 0 0 0 0 0 0 0 Zone # 9 Retail | 10
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30% 10% AM In 105 0 0 32 11 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 30% 0% 10%
AM Out AM Out 95 0 0 0 0 0 0 0 0 0 29 0 10
PM In 0% 0% 30% 10% 0% 0% 0% 0% 0% 0% 0% 0% PM In 105 0 0 32 11 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 30% 0% 10% PM Out 100 0 0 0 0 0 0 0 0 0 30 0 10 Related Projects Trip Distribution, Int 2 6/2/2025, 10:42 AM Int. #: 2 Central Ave and Dexter Ave
Zone # 10 SW Mix | 21,12
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% AM In 226 0 0 0 0 11 0 0 0 0 0 0 0
Y 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 190 0 10 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 5% 0% 0% 0% 0% 0% 0% 0% PM In 91 0 0 0 0 5 0 0 0 0 0 0 0 PM Out 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 115 0 6 0 0 0 0 0 0 0 0 0 0 Zone # 11 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 12 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int 2 6/2/2025, 10:42 AM Int. #: 3

N TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 59 0 0 23 0 0 0 0 120 0 59
AM Out 80 14 0 0 105 105 0 0 0 0 0 0
AM Tot 80 73 0 0 128 105 0 0 0 120 0 59
PM In 0 120 0 0 11 0 0 0 0 97 0 120
PM Out 124 18 0 0 84 84 0 0 0 0 0 0
PM Tot 124 138 0 0 95 84 0 0 0 97 0 120
Zone # 1 NE Retail | 8,17
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% 5% AM In 165 0 8 0 0 0 0 0 0 0 0 0 8
N 0% 0% 0% 0% 5% 5% 0% 0% 0% 0% 0% 0%
AM Out 5% 5% AM Out 139 0 0 0 0 7 7 0 0 0 0 0 0
PM In 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 5% PM In 210 0 11 0 0 0 0 0 0 0 0 0 11 PM Out 0% 0% 0% 0% 5% 5% 0% 0% 0% 0% 0% 0% PM Out 205 0 0 0 0 10 10 0 0 0 0 0 0 Zone # 2 NE Housing | 1
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 10% AM In 256 0 26 0 0 0 0 0 0 0 0 0 26
N 0% 0% 0% 0% 10% 10% 0% 0% 0% 0% 0% 0%
AM Out 10% 10% AM Out 717 0 0 0 0 72 72 0 0 0 0 0 0
PM In 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% PM In 812 0 81 0 0 0 0 0 0 0 0 0 81 PM Out 0% 0% 0% 0% 10% 10% 0% 0% 0% 0% 0% 0% PM Out 483 0 0 0 0 48 48 0 0 0 0 0 0 Zone # 3 NW Mix | 28,23,9
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 763 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 223 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 334 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 767 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 4 E. Housing | 20
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% 10% AM In 7 0 1 0 0 0 0 0 0 0 0 0 1
N 0% 0% 0% 0% 10% 10% 0% 0% 0% 0% 0% 0%
AM Out 10% 10% AM Out 23 0 0 0 0 2 2 0 0 0 0 0 0
PM In 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% PM In 24 0 2 0 0 0 0 0 0 0 0 0 2 PM Out 0% 0% 0% 0% 10% 10% 0% 0% 0% 0% 0% 0% PM Out 14 0 0 0 0 1 1 0 0 0 0 0 0 Central Avenue and I-15 Northbound On/Off-ramps
Related Projects Trip Distribution, Int 3 6/2/2025, 10:44 AM Int. #: 3 Central Avenue and I-15 Northbound On/Off-ramps Zone # 5 SE Mix of Industrial and Retail | 6,18,24
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% 5% AM In 157 0 8 0 0 0 0 0 0 0 0 0 8
N 0% 0% 0% 0% 5% 5% 0% 0% 0% 0% 0% 0%
AM Out 5% 5% AM Out 191 0 0 0 0 10 10 0 0 0 0 0 0
PM In 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 5% PM In 195 0 10 0 0 0 0 0 0 0 0 0 10 PM Out 0% 0% 0% 0% 5% 5% 0% 0% 0% 0% 0% 0% PM Out 198 0 0 0 0 10 10 0 0 0 0 0 0 Zone # 6 SE Housing | 2,3
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 664 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 1,153 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 1,708 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 1,332 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 7 SE industrial | 15,27,4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 137 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 78 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 389 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 431 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 8 S /SW Mix | 25,19,22,16,5,26
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% 10% AM In 247 0 0 0 0 12 0 0 0 0 25 0 0
N 10% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out 10% 5% AM Out 83 8 4 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 5% 0% 0% 0% 0% 10% 0% 0% PM In 114 0 0 0 0 6 0 0 0 0 11 0 0 PM Out 10% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 238 24 12 0 0 0 0 0 0 0 0 0 0 Zone # 9 Retail | 10
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 15% 15% AM In 105 0 16 0 0 0 0 0 0 0 0 0 16
N 0% 0% 0% 0% 15% 15% 0% 0% 0% 0% 0% 0%
AM Out 15% 15% AM Out 95 0 0 0 0 14 14 0 0 0 0 0 0
PM In 0% 15% 0% 0% 0% 0% 0% 0% 0% 0% 0% 15% PM In 105 0 16 0 0 0 0 0 0 0 0 0 16 PM Out 0% 0% 0% 0% 15% 15% 0% 0% 0% 0% 0% 0% PM Out 100 0 0 0 0 15 15 0 0 0 0 0 0 Related Projects Trip Distribution, Int 3 6/2/2025, 10:44 AM Int. #: 3 Central Avenue and I-15 Northbound On/Off-ramps Zone # 10 SW Mix | 21,12
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% 15% AM In 226 0 0 0 0 11 0 0 0 0 34 0 0
N 15% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out 15% 5% AM Out 190 29 10 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 5% 0% 0% 0% 0% 15% 0% 0% PM In 91 0 0 0 0 5 0 0 0 0 14 0 0 PM Out 15% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 115 17 6 0 0 0 0 0 0 0 0 0 0 Zone # 11 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% AM In 306 0 0 0 0 0 0 0 0 0 61 0 0
N 20% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out 20% AM Out 214 43 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 20% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 72 0 0 PM Out 20% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 83 0 0 0 0 0 0 0 0 0 0 0 Zone # 12 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int 3 6/2/2025, 10:44 AM Enter only in blue cells
Int. #: 4 Central Avenue and I-15 Southbound On/Off-ramps

N TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 143 0 59 0 120 0 0 0
AM Out 0 93 80 105 0 0 0 0 0 0 0 0
AM Tot 0 93 80 105 143 0 59 0 120 0 0 0
PM In 0 0 0 0 107 0 120 0 97 0 0 0
PM Out 0 142 124 84 0 0 0 0 0 0 0 0
PM Tot 0 142 124 84 107 0 120 0 97 0 0 0
Zone # 1 NE Retail | 8,17
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% AM In 165 0 0 0 0 0 0 8 0 0 0 0 0
N 0% 0% 0% 5% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out 5% AM Out 139 0 0 0 7 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 5% 0% 0% 0% 0% PM In 210 0 0 0 0 0 0 11 0 0 0 0 0 PM Out 0% 0% 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 205 0 0 0 10 0 0 0 0 0 0 0 0 Zone # 2 NE Housing | 1
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 256 0 0 0 0 0 0 26 0 0 0 0 0
N 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out 10% AM Out 717 0 0 0 72 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% PM In 812 0 0 0 0 0 0 81 0 0 0 0 0 PM Out 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 483 0 0 0 48 0 0 0 0 0 0 0 0 Zone # 3 NW Mix | 28,23,9
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 763 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 223 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 334 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 767 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 4 E. Housing | 20
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 7 0 0 0 0 0 0 1 0 0 0 0 0
N 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out 10% AM Out 23 0 0 0 2 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% PM In 24 0 0 0 0 0 0 2 0 0 0 0 0 PM Out 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 14 0 0 0 1 0 0 0 0 0 0 0 0 Yellow cells calculate
Related Projects Trip Distribution, Int 4 6/2/2025, 10:47 AM Int. #: 4 Central Avenue and I-15 Southbound On/Off-ramps Zone # 5
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% AM In 157 0 0 0 0 0 0 8 0 0 0 0 0
N 0% 0% 0% 5% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out 5% AM Out 191 0 0 0 10 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 5% 0% 0% 0% 0% 0% PM In 195 0 0 0 0 0 0 10 0 0 0 0 0 PM Out 0% 0% 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 198 0 0 0 10 0 0 0 0 0 0 0 0 Zone # 6 SE Housing | 2,3
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 664 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 1,153 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 1,708 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 1,332 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 7 SE industrial | 15,27,4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 137 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 78 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 389 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 431 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 8 S /SW Mix | 25,19,22,16,5,26
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 15% 10% AM In 247 0 0 0 0 37 0 0 0 25 0 0 0
N 0% 15% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out 15% 10% AM Out 83 0 12 8 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 15% 0% 0% 0% 10% 0% 0% 0% PM In 114 0 0 0 0 17 0 0 0 11 0 0 0 PM Out 0% 15% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 238 0 36 24 0 0 0 0 0 0 0 0 0 Zone # 9 Retail | 10
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 15% AM In 105 0 0 0 0 0 0 16 0 0 0 0 0
N 0% 0% 0% 15% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out 15% AM Out 95 0 0 0 14 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 15% 0% 0% 0% 0% 0% PM In 105 0 0 0 0 0 0 16 0 0 0 0 0 PM Out 0% 0% 0% 15% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 100 0 0 0 15 0 0 0 0 0 0 0 0 SE Mix of Industrial and Retail | 6,18,24
Related Projects Trip Distribution, Int 4 6/2/2025, 10:47 AM Int. #: 4 Central Avenue and I-15 Southbound On/Off-ramps Zone # 10 SW Mix | 21,12
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% 15% AM In 226 0 0 0 0 45 0 0 0 34 0 0 0
N 0% 20% 15% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out 20% 15% AM Out 190 0 38 29 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 20% 0% 0% 0% 15% 0% 0% 0% PM In 91 0 0 0 0 18 0 0 0 14 0 0 0 PM Out 0% 20% 15% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 115 0 23 17 0 0 0 0 0 0 0 0 0 Zone # 11 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% 20% AM In 306 0 0 0 0 61 0 0 0 61 0 0 0
N 0% 20% 20% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out 20% 20% AM Out 214 0 43 43 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 20% 0% 0% 0% 20% 0% 0% 0% PM In 360 0 0 0 0 72 0 0 0 72 0 0 0 PM Out 0% 20% 20% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 83 83 0 0 0 0 0 0 0 0 0 Zone # 12 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int 4 6/2/2025, 10:47 AM Int. #: 5

Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 69 0 0 34 0 0 0 0 0 0 0
AM Out 0 24 0 0 159 0 0 0 0 0 0 0
AM Tot 0 93 0 0 193 0 0 0 0 0 0 0
PM In 0 185 0 0 22 0 0 0 0 0 0 0
PM Out 0 28 0 0 119 0 0 0 0 0 0 0
PM Tot 0 213 0 0 141 0 0 0 0 0 0 0
Zone # 1 NE Retail | 8,17
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 165 0 17 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 139 0 0 0 0 14 0 0 0 0 0 0 0
PM In 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 210 0 21 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM Out 205 0 0 0 0 21 0 0 0 0 0 0 0 Zone # 2 NE Housing | 1
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20% AM In 256 0 51 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 20% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 717 0 0 0 0 143 0 0 0 0 0 0 0
PM In 0% 20% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 812 0 162 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 20% 0% 0% 0% 0% 0% 0% 0% PM Out 483 0 0 0 0 97 0 0 0 0 0 0 0 Zone # 3 NW Mix | 28,23,9
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 763 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 223 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 334 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 767 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 4 E. Housing | 20
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 7 0 1 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 23 0 0 0 0 2 0 0 0 0 0 0 0
PM In 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 24 0 2 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM Out 14 0 0 0 0 1 0 0 0 0 0 0 0 Central Avenue and Driveway 1
Related Projects Trip Distribution, Int 5 6/2/2025, 10:51 AM Int. #: 5 Central Avenue and Driveway 1
Zone # 5 SE Mix of Industrial and Retail | 6,18,24
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 157 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 191 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 195 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 198 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 6 SE Housing | 2,3
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 664 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 1,153 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 1,708 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 1,332 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 7 SE industrial | 15,27,4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 137 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 78 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 389 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 431 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 8 S /SW Mix | 25,19,22,16,5,26
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% AM In 247 0 0 0 0 12 0 0 0 0 0 0 0
Y 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 83 0 4 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 5% 0% 0% 0% 0% 0% 0% 0% PM In 114 0 0 0 0 6 0 0 0 0 0 0 0 PM Out 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 238 0 12 0 0 0 0 0 0 0 0 0 0 Zone # 9 Retail | 10
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 105 0 0 0 0 11 0 0 0 0 0 0 0
Y 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 95 0 10 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 10% 0% 0% 0% 0% 0% 0% 0% PM In 105 0 0 0 0 11 0 0 0 0 0 0 0 PM Out 0% 10% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 100 0 10 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int 5 6/2/2025, 10:51 AM Int. #: 5 Central Avenue and Driveway 1
Zone # 10 SW Mix | 21,12
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5% AM In 226 0 0 0 0 11 0 0 0 0 0 0 0
Y 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 190 0 10 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 5% 0% 0% 0% 0% 0% 0% 0% PM In 91 0 0 0 0 5 0 0 0 0 0 0 0 PM Out 0% 5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 115 0 6 0 0 0 0 0 0 0 0 0 0 Zone # 11 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 12 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int 5 6/2/2025, 10:51 AM Int. #: 6

Y TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 0 0 0 67 0 0 0 0
AM Out 0 0 0 0 0 0 0 0 0 0 117 0
AM Tot 0 0 0 0 0 0 0 67 0 0 117 0
PM In 0 0 0 0 0 0 0 173 0 0 0 0
PM Out 0 0 0 0 0 0 0 0 0 0 134 0
PM Tot 0 0 0 0 0 0 0 173 0 0 134 0
Zone # 1 NE Retail | 8,17
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 165 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 139 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 210 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 205 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 2 NE Housing | 1
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 256 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 717 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 812 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 483 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 3 NW Mix | 28,23,9
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 763 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 223 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 334 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 767 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 4 E. Housing | 20
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 7 0 0 0 0 0 0 0 1 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0%
AM Out AM Out 23 0 0 0 0 0 0 0 0 0 0 2 0
PM In 0% 0% 0% 0% 0% 0% 0% 10% 0% 0% 0% 0% PM In 24 0 0 0 0 0 0 0 2 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% PM Out 14 0 0 0 0 0 0 0 0 0 0 1 0 Cambern Avenue and Driveway 2
Related Projects Trip Distribution, Int 6 6/2/2025, 10:52 AM Int. #: 6 Cambern Avenue and Driveway 2
Zone # 5 SE Mix of Industrial and Retail | 6,18,24
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 157 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 191 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 195 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 198 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 6 SE Housing | 2,3
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 664 0 0 0 0 0 0 0 66 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0%
AM Out AM Out 1,153 0 0 0 0 0 0 0 0 0 0 115 0
PM In 0% 0% 0% 0% 0% 0% 0% 10% 0% 0% 0% 0% PM In 1,708 0 0 0 0 0 0 0 171 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% PM Out 1,332 0 0 0 0 0 0 0 0 0 0 133 0 Zone # 7 SE industrial | 15,27,4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 137 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 78 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 389 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 431 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 8 S /SW Mix | 25,19,22,16,5,26
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 247 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 114 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 238 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 9 Retail | 10
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 105 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 95 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 105 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 100 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int 6 6/2/2025, 10:52 AM Int. #: 6 Cambern Avenue and Driveway 2
Zone # 10 SW Mix | 21,12
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 226 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 190 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 91 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 115 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 11 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 12 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
Y 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int 6 6/2/2025, 10:52 AM Int. #: 7

N TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 0 0 0 1 0 0 0 0
AM Out 0 0 0 0 0 0 0 0 0 0 2 0
AM Tot 0 0 0 0 0 0 0 1 0 0 2 0
PM In 0 0 0 0 0 0 0 2 0 0 0 0
PM Out 0 0 0 0 0 0 0 0 0 0 1 0
PM Tot 0 0 0 0 0 0 0 2 0 0 1 0
Zone # 1 NE Retail | 8,17
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 165 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 139 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 210 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 205 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 2 NE Housing | 1
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 256 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 717 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 812 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 483 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 3 NW Mix | 28,23,9
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 763 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 223 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 334 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 767 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 4 E. Housing | 20
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 7 0 0 0 0 0 0 0 1 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0%
AM Out 10% AM Out 23 0 0 0 0 0 0 0 0 0 0 2 0
PM In 0% 0% 0% 0% 0% 0% 0% 10% 0% 0% 0% 0% PM In 24 0 0 0 0 0 0 0 2 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% PM Out 14 0 0 0 0 0 0 0 0 0 0 1 0 Cambern Avenue and Driveway 3
Related Projects Trip Distribution, Int 7 6/2/2025, 10:53 AM Int. #: 7 Cambern Avenue and Driveway 3
Zone # 5 SE Mix of Industrial and Retail | 6,18,24
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 157 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 191 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 195 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 198 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 6 SE Housing | 2,3
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 664 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 1,153 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 1,708 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 1,332 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 7 SE industrial | 15,27,4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 137 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 78 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 389 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 431 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 8 S /SW Mix | 25,19,22,16,5,26
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 247 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 114 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 238 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 9 Retail | 10
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 105 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 95 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 105 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 100 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int 7 6/2/2025, 10:53 AM Int. #: 7 Cambern Avenue and Driveway 3
Zone # 10 SW Mix | 21,12
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 226 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 190 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 91 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 115 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 11 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 12 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int 7 6/2/2025, 10:53 AM Int. #: 8

N TOTAL CUMULATIVE PROJECTS TRAFFIC
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR
AM In 0 0 0 0 0 0 0 82 0 0 0 0
AM Out 0 0 0 0 0 0 0 0 0 0 59 0
AM Tot 0 0 0 0 0 0 0 82 0 0 59 0
PM In 0 0 0 0 0 0 0 73 0 0 0 0
PM Out 0 0 0 0 0 0 0 0 0 0 61 0
PM Tot 0 0 0 0 0 0 0 73 0 0 61 0
Zone # 1 NE Retail | 8,17
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 165 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 139 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 210 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 205 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 2 NE Housing | 1
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 256 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 717 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 812 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 483 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 3 NW Mix | 28,23,9
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 763 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 223 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 334 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 767 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 4 E. Housing | 20
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 7 0 0 0 0 0 0 0 1 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0%
AM Out 10% AM Out 23 0 0 0 0 0 0 0 0 0 0 2 0
PM In 0% 0% 0% 0% 0% 0% 0% 10% 0% 0% 0% 0% PM In 24 0 0 0 0 0 0 0 2 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% PM Out 14 0 0 0 0 0 0 0 0 0 0 1 0 Dexter Avenue and Driveway 4
Related Projects Trip Distribution, Int 8 6/2/2025, 10:55 AM Int. #: 8 Dexter Avenue and Driveway 4
Zone # 5 SE Mix of Industrial and Retail | 6,18,24
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 157 0 0 0 0 0 0 0 16 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0%
AM Out 10% AM Out 191 0 0 0 0 0 0 0 0 0 0 19 0
PM In 0% 0% 0% 0% 0% 0% 0% 10% 0% 0% 0% 0% PM In 195 0 0 0 0 0 0 0 20 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 10% 0% PM Out 198 0 0 0 0 0 0 0 0 0 0 20 0 Zone # 6 SE Housing | 2,3
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 664 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 1,153 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 1,708 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 1,332 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 7 SE industrial | 15,27,4
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 137 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 78 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 389 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 431 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 8 S /SW Mix | 25,19,22,16,5,26
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 247 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 114 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 238 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 9 Retail | 10
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 40% AM In 105 0 0 0 0 0 0 0 42 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 40% 0%
AM Out 40% AM Out 95 0 0 0 0 0 0 0 0 0 0 38 0
PM In 0% 0% 0% 0% 0% 0% 0% 40% 0% 0% 0% 0% PM In 105 0 0 0 0 0 0 0 42 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 40% 0% PM Out 100 0 0 0 0 0 0 0 0 0 0 40 0 Related Projects Trip Distribution, Int 8 6/2/2025, 10:55 AM Int. #: 8 Dexter Avenue and Driveway 4
Zone # 10 SW Mix | 21,12
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10% AM In 226 0 0 0 0 0 0 0 23 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 190 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 10% 0% 0% 0% 0% PM In 91 0 0 0 0 0 0 0 9 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 115 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 11 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Zone # 12 W mix mainly industrial | 11,7,13
Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 306 0 0 0 0 0 0 0 0 0 0 0 0
N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
AM Out AM Out 214 0 0 0 0 0 0 0 0 0 0 0 0
PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 360 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 416 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution, Int 8 6/2/2025, 10:55 AM APPENDIX E.1

INTERSECTION ANALYSIS

WORKSHEET

RECOMMENDED IMPROVEMENTS
HCM 7th Signalized Intersection Summary
1: Central Ave & Cambern Ave 05/30/2025
Rcommended Improvements 1:23 pm 05/15/2025 Baseline Synchro 12 Report

Page 1 ends

Lake Elsinore City CouncilJanuary 13, 2026

Lake Elsinore City Council
January 13, 2026