Agenda packet — Fowler City Council, February 17, 2026 (part 2 of 2)

Intersection
Intersection Delay, s/veh 9.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 70 56 15 12 39 11 13 147 38 13 103 68 Future Vol, veh/h 70 56 15 12 39 11 13 147 38 13 103 68 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 78 62 17 13 43 12 14 163 42 14 114 76
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 9.6 8.8 9.7 9.3

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 7% 50% 19% 7%
Vol Thru, % 74% 40% 63% 56%
Vol Right, % 19% 11% 18% 37%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 198 141 62 184
LT Vol 13 70 12 13
Through Vol 147 56 39 103
RT Vol 38 15 11 68
Lane Flow Rate 220 157 69 204
Geometry Grp 1 1 1 1
Degree of Util (X) 0.287 0.222 0.098 0.262
Departure Headway (Hd) 4.7 5.093 5.121 4.617
Convergence, Y/N Yes Yes Yes Yes
Cap 761 700 694 773
Service Time 2.755 3.158 3.196 2.674
HCM Lane V/C Ratio 0.289 0.224 0.099 0.264
HCM Control Delay, s/veh 9.7 9.6 8.8 9.3
HCM Lane LOS A A A A
HCM 95th-tile Q 1.2 0.8 0.3 1
196
Section 7, Item 7E
Existing AM
2: Clovis Avenue & Sumner Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report

Page 2 ends

Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 0 0 0 0 0 3 184 0 5 133 4
Future Vol, veh/h 2 0 0 0 0 0 3 184 0 5 133 4
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 2 0 0 0 0 0 4 216 0 6 156 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 394 394 159 392 396 216 161 0 0 216 0 0 Stage 1 171 171 - 224 224 - - - - - - -
Stage 2 224 224 - 168 173 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 564 541 884 566 539 821 1412 - - 1347 - - Stage 1 829 756 - 777 717 - - - - - - -
Stage 2 777 717 - 831 754 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 559 537 884 561 535 821 1412 - - 1347 - - Mov Cap-2 Maneuver 559 537 - 561 535 - - - - - - -
Stage 1 825 752 - 775 715 - - - - - - -
Stage 2 775 715 - 827 750 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.46 0 0.12 0.27

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 29 - - 559 - 63 - -
HCM Lane V/C Ratio 0.003 - - 0.004 - 0.004 - -
HCM Ctrl Dly (s/v) 7.6 0 - 11.5 0 7.7 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0 - - 0 - 0 - -
197
Section 7, Item 7E
Existing AM
3: Sunnyside Avenue & Sumner Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report

Page 3 ends

Intersection
Int Delay, s/veh 7.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 22 3 42 10 33 8 17 93 104 11 15
Future Vol, veh/h 0 22 3 42 10 33 8 17 93 104 11 15
Conflicting Peds, #/hr 0 0 0 5 0 5 0 0 5 5 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 23 3 43 10 34 8 18 96 107 11 15
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 49 0 0 31 0 0 130 164 33 138 133 15 Stage 1 - - - - - - 28 28 - 102 102 -
Stage 2 - - - - - - 103 136 - 36 31 -
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 1557 - - 1582 - - 842 729 1041 832 758 1064 Stage 1 - - - - - - 990 872 - 904 811 -
Stage 2 - - - - - - 903 784 - 979 869 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1550 - - 1574 - - 791 702 1031 709 730 1059 Mov Cap-2 Maneuver - - - - - - 791 702 - 709 730 -
Stage 1 - - - - - - 985 868 - 874 784 -
Stage 2 - - - - - - 852 758 - 866 865 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 3.63 9.36 10.77

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 947 1550 - - 1454 - - 711 1059
HCM Lane V/C Ratio 0.128 - - - 0.028 - - 0.167 0.015
HCM Ctrl Dly (s/v) 9.4 0 - - 7.4 0 - 11.1 8.4
HCM Lane LOS A A - - A A - B A
HCM 95th %tile Q(veh) 0.4 0 - - 0.1 - - 0.6 0
198
Section 7, Item 7E
Existing AM
4: Clovis Avenue & South Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report

Page 4 ends

Intersection
Int Delay, s/veh 5.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 27 9 7 17 81 5 100 4 35 76 11
Future Vol, veh/h 16 27 9 7 17 81 5 100 4 35 76 11
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 18 31 10 8 20 93 6 115 5 40 87 13
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 310 305 94 312 309 117 100 0 0 120 0 0 Stage 1 174 174 - 129 129 - - - - - - -
Stage 2 136 131 - 183 180 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 638 605 958 637 602 929 1480 - - 1456 - - Stage 1 823 751 - 870 786 - - - - - - -
Stage 2 862 784 - 814 746 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 537 585 958 577 582 929 1480 - - 1456 - - Mov Cap-2 Maneuver 537 585 - 577 582 - - - - - - -
Stage 1 799 729 - 867 782 - - - - - - -
Stage 2 753 781 - 748 724 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.55 10.17 0.34 2.16

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 82 - - 609 817 504 - -
HCM Lane V/C Ratio 0.004 - - 0.098 0.148 0.028 - -
HCM Ctrl Dly (s/v) 7.4 0 - 11.6 10.2 7.5 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.3 0.5 0.1 - -
199
Section 7, Item 7E
Existing AM
5: Sunnyside Avenue & South Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 5.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 35 14 16 54 7 39 23 39 9 9 22
Future Vol, veh/h 16 35 14 16 54 7 39 23 39 9 9 22
Conflicting Peds, #/hr 0 0 1 4 0 3 1 0 1 3 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 18 40 16 18 61 8 44 26 44 10 10 25
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 72 0 0 60 0 0 184 189 47 197 201 69 Stage 1 - - - - - - 80 80 - 105 105 -
Stage 2 - - - - - - 104 109 - 92 96 -
Critical Hdwy 4.15 - - 4.15 - - 7.15 6.55 6.25 7.15 6.55 6.25 Critical Hdwy Stg 1 - - - - - - 6.15 5.55 - 6.15 5.55 - Critical Hdwy Stg 2 - - - - - - 6.15 5.55 - 6.15 5.55 - Follow-up Hdwy 2.245 - - 2.245 - - 3.545 4.045 3.345 3.545 4.045 3.345 Pot Cap-1 Maneuver 1509 - - 1525 - - 770 701 1014 756 690 985 Stage 1 - - - - - - 921 822 - 894 803 -
Stage 2 - - - - - - 895 800 - 907 810 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1505 - - 1519 - - 718 679 1007 674 668 981 Mov Cap-2 Maneuver - - - - - - 718 679 - 674 668 -
Stage 1 - - - - - - 906 809 - 880 790 -
Stage 2 - - - - - - 849 787 - 827 796 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.83 1.54 9.88 9.59

HCM LOS A A
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 718 854 565 - - 366 - - 674 864
HCM Lane V/C Ratio 0.062 0.083 0.012 - - 0.012 - - 0.015 0.041 HCM Ctrl Dly (s/v) 10.3 9.6 7.4 0 - 7.4 0 - 10.4 9.3
HCM Lane LOS B A A A - A A - B A
HCM 95th %tile Q(veh) 0.2 0.3 0 - - 0 - - 0 0.1
200
Section 7, Item 7E
Existing AM
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/08/2025 Existing AM Baseline Synchro 12 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 22.9
Intersection LOS C
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 189 95 15 4 0 364 0 255 35 213 92 0
Future Vol, veh/h 189 95 15 4 0 364 0 255 35 213 92 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 201 101 16 4 0 387 0 271 37 227 98 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 24.2 25.5 23.3 18.2

HCM LOS C D C C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 1% 63% 100% 0%
Vol Thru, % 88% 0% 32% 0% 100%
Vol Right, % 12% 99% 5% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 290 368 299 213 92
LT Vol 0 4 189 213 0
Through Vol 255 0 95 0 92
RT Vol 35 364 15 0 0
Lane Flow Rate 309 391 318 227 98
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.644 0.725 0.662 0.532 0.216
Departure Headway (Hd) 7.513 6.67 7.488 8.448 7.932
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 478 540 480 426 451
Service Time 5.589 4.742 5.564 6.224 5.708
HCM Lane V/C Ratio 0.646 0.724 0.663 0.533 0.217
HCM Control Delay, s/veh 23.3 25.5 24.2 20.5 12.9
HCM Lane LOS C D C C B
HCM 95th-tile Q 4.5 6 4.8 3 0.8
201
Section 7, Item 7E
Existing AM
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/08/2025 Existing AM Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 4.6
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 20 1 150 242 563 0 0 280 227
Future Vol, veh/h 0 0 0 20 1 150 242 563 0 0 280 227
Conflicting Peds, #/hr 0 0 0 4 0 4 1 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 22 1 161 260 605 0 0 301 244
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1431 1672 609 546 0 - - - 0
Stage 1 1126 1126 - - - - - - -
Stage 2 305 546 - - - - - - -
Critical Hdwy 6.42 6.52 6.22 4.12 - - - - -
Critical Hdwy Stg 1 5.42 5.52 - - - - - - -
Critical Hdwy Stg 2 5.42 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 2.218 - - - - -
Pot Cap-1 Maneuver 148 96 495 1023 - 0 0 - -
Stage 1 310 280 - - - 0 0 - -
Stage 2 748 518 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 110 0 493 1023 - - - - -
Mov Cap-2 Maneuver 110 0 - - - - - - -
Stage 1 231 0 - - - - - - -
Stage 2 745 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 26.15 2.92 0

HCM LOS D
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 1023 - 350 - -
HCM Lane V/C Ratio 0.254 - 0.526 - -
HCM Ctrl Dly (s/v) 9.7 - 26.2 - -
HCM Lane LOS A - D - -
HCM 95th %tile Q(veh) 1 - 2.9 - -
202
Section 7, Item 7E
Existing AM
8: Fresno Street & Fowler Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 2.4
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Vol, veh/h 304 43 0 256 98 12
Future Vol, veh/h 304 43 0 256 98 12
Conflicting Peds, #/hr 0 1 1 0 1 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 70 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 323 46 0 272 104 13
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 370 0 621 348
Stage 1 - - - - 347 -
Stage 2 - - - - 273 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1183 - 450 693
Stage 1 - - - - 713 -
Stage 2 - - - - 770 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1182 - 449 691
Mov Cap-2 Maneuver - - - - 449 -
Stage 1 - - - - 712 -
Stage 2 - - - - 770 -
Approach SE NW NE
HCM Ctrl Dly, s/v 0 0 15.28

HCM LOS C
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 467 1182 - - -
HCM Lane V/C Ratio 0.251 - - - -
HCM Ctrl Dly (s/v) 15.3 0 - - -
HCM Lane LOS C A - - -
HCM 95th %tile Q(veh) 1 0 - - -
203
Section 7, Item 7E
Existing AM
9: Fowler Avenue & South Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report

Page 9 ends

Intersection
Int Delay, s/veh 3.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 83 0 29 0 0 2 20 192 0 1 159 34
Future Vol, veh/h 83 0 29 0 0 2 20 192 0 1 159 34
Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 1 0 1
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 92 0 32 0 0 2 22 213 0 1 177 38
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 458 458 197 438 476 215 215 0 0 214 0 0 Stage 1 199 199 - 259 259 - - - - - - -
Stage 2 259 259 - 179 218 - - - - - - -
Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 - - 4.15 - - Critical Hdwy Stg 1 6.15 5.55 - 6.15 5.55 - - - - - - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - - - - - Follow-up Hdwy 3.545 4.045 3.345 3.545 4.045 3.345 2.245 - - 2.245 - - Pot Cap-1 Maneuver 508 495 837 524 483 817 1337 - - 1338 - - Stage 1 796 731 - 739 688 - - - - - - -
Stage 2 739 688 - 816 717 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 496 484 836 493 473 816 1336 - - 1337 - - Mov Cap-2 Maneuver 496 484 - 493 473 - - - - - - -
Stage 1 795 730 - 725 675 - - - - - - -
Stage 2 723 675 - 784 716 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.36 9.43 0.73 0.04

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 170 - - 554 816 9 - -
HCM Lane V/C Ratio 0.017 - - 0.224 0.003 0.001 - -
HCM Ctrl Dly (s/v) 7.7 0 - 13.4 9.4 7.7 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0.1 - - 0.9 0 0 - -
204
Section 7, Item 7E
Existing AM
10: Fowler Avenue & HWY 99 SB On Ramp 09/08/2025
Existing AM Baseline Synchro 12 Report

Page 10 ends

Intersection
Int Delay, s/veh 7.4
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 251 33 125 194 0 0
Future Vol, veh/h 251 33 125 194 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 267 35 133 206 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 133 - 0 -
Stage 1 133 - - -
Stage 2 0 - - -
Critical Hdwy 6.44 - - -
Critical Hdwy Stg 1 5.44 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.536 - - -
Pot Cap-1 Maneuver 856 0 - 0
Stage 1 888 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 856 - - -
Mov Cap-2 Maneuver 856 - - -
Stage 1 888 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 11.1 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 856 -
HCM Lane V/C Ratio 0.312 -
HCM Ctrl Dly (s/v) 11.1 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1.3 -
205
Section 7, Item 7E
Existing AM
11: HWY 99 SB Off Ramp & Adams Avenue 09/08/2025
Existing AM Baseline Synchro 12 Report

Page 11 ends

Intersection
Int Delay, s/veh 4.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 110 0 0 67 2 124
Future Vol, veh/h 110 0 0 67 2 124
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - Yield
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 87 87 87 87
Heavy Vehicles, % 10 10 10 10 10 10
Mvmt Flow 120 0 0 77 2 143
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 197 120
Stage 1 - - - - 120 -
Stage 2 - - - - 77 -
Critical Hdwy - - - - 6.5 6.3
Critical Hdwy Stg 1 - - - - 5.5 -
Critical Hdwy Stg 2 - - - - 5.5 -
Follow-up Hdwy - - - - 3.59 3.39
Pot Cap-1 Maneuver - 0 0 - 774 911
Stage 1 - 0 0 - 886 -
Stage 2 - 0 0 - 926 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 774 911
Mov Cap-2 Maneuver - - - - 774 -
Stage 1 - - - - 886 -
Stage 2 - - - - 926 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 9.68

HCM LOS A
Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBT
Capacity (veh/h) 774 911 - -
HCM Lane V/C Ratio 0.003 0.156 - -
HCM Ctrl Dly (s/v) 9.7 9.7 - -
HCM Lane LOS A A - -
HCM 95th %tile Q(veh) 0 0.6 - -
206
Section 7, Item 7E
Existing PM
1: Clovis Avenue & Adams Avenue 09/08/2025
Existing PM Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 11.5
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 62 77 23 10 43 9 22 112 11 45 257 49 Future Vol, veh/h 62 77 23 10 43 9 22 112 11 45 257 49
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 69 86 26 11 48 10 24 124 12 50 286 54
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 10.5 9.3 9.8 13

HCM LOS B A A B
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 15% 38% 16% 13%
Vol Thru, % 77% 48% 69% 73%
Vol Right, % 8% 14% 15% 14%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 145 162 62 351
LT Vol 22 62 10 45
Through Vol 112 77 43 257
RT Vol 11 23 9 49
Lane Flow Rate 161 180 69 390
Geometry Grp 1 1 1 1
Degree of Util (X) 0.233 0.274 0.108 0.518
Departure Headway (Hd) 5.214 5.474 5.636 4.78
Convergence, Y/N Yes Yes Yes Yes
Cap 693 659 638 745
Service Time 3.214 3.487 3.652 2.878
HCM Lane V/C Ratio 0.232 0.273 0.108 0.523
HCM Control Delay, s/veh 9.8 10.5 9.3 13
HCM Lane LOS A B A B
HCM 95th-tile Q 0.9 1.1 0.4 3
207
Section 7, Item 7E
Existing PM
2: Clovis Avenue & Sumner Avenue 09/08/2025
Existing PM Baseline Synchro 12 Report

Page 2 ends

Intersection
Int Delay, s/veh 2.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 4 1 6 6 44 0 98 8 86 193 3
Future Vol, veh/h 2 4 1 6 6 44 0 98 8 86 193 3
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 2 4 1 7 7 48 0 107 9 93 210 3
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 508 514 211 510 511 111 213 0 0 115 0 0 Stage 1 398 398 - 111 111 - - - - - - -
Stage 2 110 115 - 399 400 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 474 463 826 472 465 940 1351 - - 1467 - - Stage 1 626 601 - 892 802 - - - - - - -
Stage 2 893 798 - 625 600 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 411 429 826 434 431 940 1351 - - 1467 - - Mov Cap-2 Maneuver 411 429 - 434 431 - - - - - - -
Stage 1 580 557 - 892 802 - - - - - - -
Stage 2 841 798 - 575 556 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.05 10.22 0 2.32

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1351 - - 455 751 547 - -
HCM Lane V/C Ratio - - - 0.017 0.081 0.064 - -
HCM Ctrl Dly (s/v) 0 - - 13 10.2 7.6 0 -
HCM Lane LOS A - - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0.2 - -
208
Section 7, Item 7E
Existing PM
3: Sunnyside Avenue & Sumner Avenue 09/08/2025
Existing PM Baseline Synchro 12 Report

Page 3 ends

Intersection
Int Delay, s/veh 5.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 31 26 50 39 56 7 7 48 44 7 11
Future Vol, veh/h 31 31 26 50 39 56 7 7 48 44 7 11
Conflicting Peds, #/hr 0 0 0 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 33 33 28 54 42 60 8 8 52 47 8 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 103 0 0 62 0 0 254 312 35 255 279 43 Stage 1 - - - - - - 101 101 - 150 150 -
Stage 2 - - - - - - 153 211 - 105 129 -
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 1489 - - 1541 - - 699 603 1037 698 629 1027 Stage 1 - - - - - - 905 811 - 852 773 -
Stage 2 - - - - - - 849 728 - 901 789 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1487 - - 1539 - - 641 566 1035 615 590 1027 Mov Cap-2 Maneuver - - - - - - 641 566 - 615 590 -
Stage 1 - - - - - - 883 792 - 819 743 -
Stage 2 - - - - - - 800 700 - 827 770 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 2.63 2.56 9.37 10.95

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 890 900 - - 1011 - - 611 1027
HCM Lane V/C Ratio 0.075 0.022 - - 0.035 - - 0.09 0.012 HCM Ctrl Dly (s/v) 9.4 7.5 0 - 7.4 0 - 11.5 8.5
HCM Lane LOS A A A - A A - B A
HCM 95th %tile Q(veh) 0.2 0.1 - - 0.1 - - 0.3 0
209
Section 7, Item 7E
Existing PM
4: Clovis Avenue & South Avenue 09/08/2025
Existing PM Baseline Synchro 12 Report

Page 4 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 22 40 17 1 9 25 10 60 1 58 132 13
Future Vol, veh/h 22 40 17 1 9 25 10 60 1 58 132 13
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 24 43 18 1 10 27 11 65 1 63 143 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 368 365 151 379 371 66 158 0 0 66 0 0 Stage 1 277 277 - 88 88 - - - - - - -
Stage 2 92 88 - 291 284 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 584 560 891 575 556 993 1410 - - 1523 - - Stage 1 725 678 - 915 818 - - - - - - -
Stage 2 910 818 - 712 673 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 529 531 891 492 526 993 1410 - - 1523 - - Mov Cap-2 Maneuver 529 531 - 492 526 - - - - - - -
Stage 1 692 647 - 908 812 - - - - - - -
Stage 2 868 811 - 621 642 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 12.28 9.79 1.07 2.13

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 253 - - 580 790 505 - -
HCM Lane V/C Ratio 0.008 - - 0.148 0.048 0.041 - -
HCM Ctrl Dly (s/v) 7.6 0 - 12.3 9.8 7.5 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0 - - 0.5 0.2 0.1 - -
210
Section 7, Item 7E
Existing PM
5: Sunnyside Avenue & South Avenue 09/08/2025
Existing PM Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 4.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 7 57 37 33 20 9 14 17 20 9 13 0
Future Vol, veh/h 7 57 37 33 20 9 14 17 20 9 13 0
Conflicting Peds, #/hr 0 0 1 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 8 66 43 38 23 10 16 20 23 10 15 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 34 0 0 109 0 0 189 193 68 197 230 29 Stage 1 - - - - - - 83 83 - 105 105 -
Stage 2 - - - - - - 106 110 - 92 125 -
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 1577 - - 1481 - - 771 702 996 761 670 1046 Stage 1 - - - - - - 926 826 - 901 808 -
Stage 2 - - - - - - 899 804 - 915 792 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1576 - - 1480 - - 730 679 994 699 647 1045 Mov Cap-2 Maneuver - - - - - - 730 679 - 699 647 -
Stage 1 - - - - - - 920 821 - 876 786 -
Stage 2 - - - - - - 859 782 - 867 787 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.51 3.99 9.75 10.5

HCM LOS A B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 730 819 197 - - 902 - - 699 647
HCM Lane V/C Ratio 0.022 0.052 0.005 - - 0.026 - - 0.015 0.023 HCM Ctrl Dly (s/v) 10 9.6 7.3 0 - 7.5 0 - 10.2 10.7
HCM Lane LOS B A A A - A A - B B
HCM 95th %tile Q(veh) 0.1 0.2 0 - - 0.1 - - 0 0.1
211
Section 7, Item 7E
Existing PM
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/08/2025 Existing PM Baseline Synchro 12 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 15.1
Intersection LOS C
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 149 126 37 8 0 224 0 103 50 223 148 0 Future Vol, veh/h 149 126 37 8 0 224 0 103 50 223 148 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 164 138 41 9 0 246 0 113 55 245 163 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 18.1 13.1 12.6 15

HCM LOS C B B B
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 3% 48% 100% 0%
Vol Thru, % 67% 0% 40% 0% 100%
Vol Right, % 33% 97% 12% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 153 232 312 223 148
LT Vol 0 8 149 223 0
Through Vol 103 0 126 0 148
RT Vol 50 224 37 0 0
Lane Flow Rate 168 255 343 245 163
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.308 0.417 0.595 0.492 0.304
Departure Headway (Hd) 6.585 5.887 6.245 7.23 6.72
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 545 609 579 497 535
Service Time 4.639 3.934 4.285 4.976 4.465
HCM Lane V/C Ratio 0.308 0.419 0.592 0.493 0.305
HCM Control Delay, s/veh 12.6 13.1 18.1 16.8 12.4
HCM Lane LOS B B C C B
HCM 95th-tile Q 1.3 2.1 3.9 2.7 1.3
212
Section 7, Item 7E
Existing PM
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/08/2025 Existing PM Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 3
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 39 3 86 124 349 0 0 336 186
Future Vol, veh/h 0 0 0 39 3 86 124 349 0 0 336 186
Conflicting Peds, #/hr 0 0 0 2 0 2 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 41 3 91 132 371 0 0 357 198
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 995 1190 373 555 0 - - - 0
Stage 1 635 635 - - - - - - -
Stage 2 359 555 - - - - - - -
Critical Hdwy 6.42 6.52 6.22 4.12 - - - - -
Critical Hdwy Stg 1 5.42 5.52 - - - - - - -
Critical Hdwy Stg 2 5.42 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 2.218 - - - - -
Pot Cap-1 Maneuver 272 187 673 1015 - 0 0 - -
Stage 1 528 472 - - - 0 0 - -
Stage 2 706 513 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 236 0 672 1015 - - - - -
Mov Cap-2 Maneuver 236 0 - - - - - - -
Stage 1 459 0 - - - - - - -
Stage 2 705 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 17.37 2.38 0

HCM LOS C
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 1015 - 426 - -
HCM Lane V/C Ratio 0.13 - 0.32 - -
HCM Ctrl Dly (s/v) 9.1 - 17.4 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.4 - 1.4 - -
213
Section 7, Item 7E
Existing PM
8: Fresno Street & Fowler Avenue 09/08/2025
Existing PM Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 1.3
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Vol, veh/h 354 55 6 184 49 9
Future Vol, veh/h 354 55 6 184 49 9
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 70 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 385 60 7 200 53 10
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 445 0 628 415
Stage 1 - - - - 415 -
Stage 2 - - - - 213 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1116 - 447 638
Stage 1 - - - - 667 -
Stage 2 - - - - 822 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1116 - 444 638
Mov Cap-2 Maneuver - - - - 444 -
Stage 1 - - - - 667 -
Stage 2 - - - - 818 -
Approach SE NW NE
HCM Ctrl Dly, s/v 0 0.26 13.92

HCM LOS B
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 466 1116 - - -
HCM Lane V/C Ratio 0.135 0.006 - - -
HCM Ctrl Dly (s/v) 13.9 8.2 - - -
HCM Lane LOS B A - - -
HCM 95th %tile Q(veh) 0.5 0 - - -
214
Section 7, Item 7E
Existing PM
9: Fowler Avenue & South Avenue 09/08/2025
Existing PM Baseline Synchro 12 Report

Page 9 ends

Intersection
Int Delay, s/veh 2.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 49 0 29 0 0 0 47 148 0 1 161 49
Future Vol, veh/h 49 0 29 0 0 0 47 148 0 1 161 49
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 54 0 32 0 0 0 52 164 0 1 179 54
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 477 477 206 450 504 164 233 0 0 164 0 0 Stage 1 208 208 - 269 269 - - - - - - -
Stage 2 269 269 - 181 236 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 497 485 832 518 469 877 1328 - - 1408 - - Stage 1 791 728 - 735 685 - - - - - - -
Stage 2 735 685 - 818 708 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 475 464 832 476 448 877 1328 - - 1408 - - Mov Cap-2 Maneuver 475 464 - 476 448 - - - - - - -
Stage 1 791 727 - 703 655 - - - - - - -
Stage 2 703 655 - 786 708 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 12.53 0 1.89 0.04

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 434 - - 565 - 8 - -
HCM Lane V/C Ratio 0.039 - - 0.153 - 0.001 - -
HCM Ctrl Dly (s/v) 7.8 0 - 12.5 0 7.6 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0.1 - - 0.5 - 0 - -
215
Section 7, Item 7E
Existing PM
10: Fowler Avenue & HWY 99 SB On Ramp 09/08/2025
Existing PM Baseline Synchro 12 Report

Page 11 ends

Intersection
Int Delay, s/veh 5.9
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 194 21 165 199 0 0
Future Vol, veh/h 194 21 165 199 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 204 22 174 209 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 174 - 0 -
Stage 1 174 - - -
Stage 2 0 - - -
Critical Hdwy 6.43 - - -
Critical Hdwy Stg 1 5.43 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.527 - - -
Pot Cap-1 Maneuver 814 0 - 0
Stage 1 854 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 814 - - -
Mov Cap-2 Maneuver 814 - - -
Stage 1 854 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 10.9 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 814 -
HCM Lane V/C Ratio 0.251 -
HCM Ctrl Dly (s/v) 10.9 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1 -
216
Section 7, Item 7E
Existing PM
11: HWY 99 SB Off Ramp & Adams Avenue 09/08/2025
Existing PM Baseline Synchro 12 Report

Page 10 ends

Intersection
Int Delay, s/veh 4.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 95 0 0 62 1 164
Future Vol, veh/h 95 0 0 62 1 164
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - Yield
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 98 0 0 64 1 169
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 162 98
Stage 1 - - - - 98 -
Stage 2 - - - - 64 -
Critical Hdwy - - - - 6.44 6.24
Critical Hdwy Stg 1 - - - - 5.44 -
Critical Hdwy Stg 2 - - - - 5.44 -
Follow-up Hdwy - - - - 3.536 3.336
Pot Cap-1 Maneuver - 0 0 - 824 953
Stage 1 - 0 0 - 921 -
Stage 2 - 0 0 - 954 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 824 953
Mov Cap-2 Maneuver - - - - 824 -
Stage 1 - - - - 921 -
Stage 2 - - - - 954 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 9.59

HCM LOS A
Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBT
Capacity (veh/h) 824 953 - -
HCM Lane V/C Ratio 0.001 0.177 - -
HCM Ctrl Dly (s/v) 9.4 9.6 - -
HCM Lane LOS A A - -
HCM 95th %tile Q(veh) 0 0.6 - -
217
Section 7, Item 7E
EXISTING PLUS PROJECT PHASE 1
SYNCRO REPORTS 218
Section 7, Item 7E
Existing AM Plus Project Phase 1
1: Clovis Avenue & Adams Avenue 09/08/2025
Existing AM Plus Project Phase 1 Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 9.7
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 70 56 15 14 39 11 14 166 39 13 108 68 Future Vol, veh/h 70 56 15 14 39 11 14 166 39 13 108 68 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 78 62 17 16 43 12 16 184 43 14 120 76
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 9.8 8.9 10 9.5

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 6% 50% 22% 7%
Vol Thru, % 76% 40% 61% 57%
Vol Right, % 18% 11% 17% 36%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 219 141 64 189
LT Vol 14 70 14 13
Through Vol 166 56 39 108
RT Vol 39 15 11 68
Lane Flow Rate 243 157 71 210
Geometry Grp 1 1 1 1
Degree of Util (X) 0.32 0.225 0.103 0.272
Departure Headway (Hd) 4.728 5.168 5.205 4.664
Convergence, Y/N Yes Yes Yes Yes
Cap 754 689 681 764
Service Time 2.789 3.243 3.29 2.728
HCM Lane V/C Ratio 0.322 0.228 0.104 0.275
HCM Control Delay, s/veh 10 9.8 8.9 9.5
HCM Lane LOS A A A A
HCM 95th-tile Q 1.4 0.9 0.3 1.1
219
Section 7, Item 7E
Existing AM Plus Project Phase 1
2: Clovis Avenue & Sumner Avenue 09/08/2025
Existing AM Plus Project Phase 1 Baseline Synchro 12 Report

Page 2 ends

Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 0 0 0 0 21 3 184 0 12 133 4
Future Vol, veh/h 2 0 0 0 0 21 3 184 0 12 133 4
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 2 0 0 0 0 25 4 216 0 14 156 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 411 411 159 408 413 216 161 0 0 216 0 0 Stage 1 187 187 - 224 224 - - - - - - -
Stage 2 224 224 - 185 189 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 550 529 884 552 528 821 1412 - - 1347 - - Stage 1 812 743 - 777 717 - - - - - - -
Stage 2 777 717 - 815 742 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 526 522 884 544 520 821 1412 - - 1347 - - Mov Cap-2 Maneuver 526 522 - 544 520 - - - - - - -
Stage 1 803 735 - 775 715 - - - - - - -
Stage 2 751 715 - 805 733 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.88 9.52 0.12 0.62

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 29 - - 526 821 144 - -
HCM Lane V/C Ratio 0.003 - - 0.004 0.03 0.01 - -
HCM Ctrl Dly (s/v) 7.6 0 - 11.9 9.5 7.7 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - -
220
Section 7, Item 7E
Existing AM Plus Project Phase 1
3: Sunnyside Avenue & Sumner Avenue 09/08/2025
Existing AM Plus Project Phase 1 Baseline Synchro 12 Report

Page 3 ends

Intersection
Int Delay, s/veh 7.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 32 3 48 13 33 8 17 105 104 11 15
Future Vol, veh/h 0 32 3 48 13 33 8 17 105 104 11 15
Conflicting Peds, #/hr 0 0 0 5 0 5 0 0 5 5 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 33 3 49 13 34 8 18 108 107 11 15
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 52 0 0 41 0 0 156 189 43 164 158 18 Stage 1 - - - - - - 38 38 - 117 117 -
Stage 2 - - - - - - 118 151 - 47 41 -
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 1553 - - 1568 - - 810 705 1027 801 734 1060 Stage 1 - - - - - - 977 863 - 887 798 -
Stage 2 - - - - - - 886 772 - 967 861 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1546 - - 1561 - - 757 676 1018 668 703 1055 Mov Cap-2 Maneuver - - - - - - 757 676 - 668 703 -
Stage 1 - - - - - - 973 859 - 854 769 -
Stage 2 - - - - - - 832 743 - 842 857 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 3.77 9.49 11.16

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 936 1546 - - 1416 - - 671 1055
HCM Lane V/C Ratio 0.143 - - - 0.032 - - 0.177 0.015
HCM Ctrl Dly (s/v) 9.5 0 - - 7.4 0 - 11.5 8.5
HCM Lane LOS A A - - A A - B A
HCM 95th %tile Q(veh) 0.5 0 - - 0.1 - - 0.6 0
221
Section 7, Item 7E
Existing AM Plus Project Phase 1
4: Clovis Avenue & South Avenue 09/08/2025
Existing AM Plus Project Phase 1 Baseline Synchro 12 Report

Page 4 ends

Intersection
Int Delay, s/veh 5.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 27 9 10 17 81 5 100 4 35 76 11
Future Vol, veh/h 16 27 9 10 17 81 5 100 4 35 76 11
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 18 31 10 11 20 93 6 115 5 40 87 13
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 310 305 94 312 309 117 100 0 0 120 0 0 Stage 1 174 174 - 129 129 - - - - - - -
Stage 2 136 131 - 183 180 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 638 605 958 637 602 929 1480 - - 1456 - - Stage 1 823 751 - 870 786 - - - - - - -
Stage 2 862 784 - 814 746 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 537 585 958 577 582 929 1480 - - 1456 - - Mov Cap-2 Maneuver 537 585 - 577 582 - - - - - - -
Stage 1 799 729 - 867 782 - - - - - - -
Stage 2 753 781 - 748 724 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.55 10.26 0.34 2.16

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 82 - - 609 808 504 - -
HCM Lane V/C Ratio 0.004 - - 0.098 0.154 0.028 - -
HCM Ctrl Dly (s/v) 7.4 0 - 11.6 10.3 7.5 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.3 0.5 0.1 - -
222
Section 7, Item 7E
Existing AM Plus Project Phase 1
5: Sunnyside Avenue & South Avenue 09/08/2025
Existing AM Plus Project Phase 1 Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 5.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 35 14 16 54 8 39 23 39 12 9 25
Future Vol, veh/h 16 35 14 16 54 8 39 23 39 12 9 25
Conflicting Peds, #/hr 0 0 1 4 0 3 1 0 1 3 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 18 40 16 18 61 9 44 26 44 14 10 28
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 73 0 0 60 0 0 184 190 47 197 201 70 Stage 1 - - - - - - 80 80 - 105 105 -
Stage 2 - - - - - - 104 110 - 92 96 -
Critical Hdwy 4.15 - - 4.15 - - 7.15 6.55 6.25 7.15 6.55 6.25 Critical Hdwy Stg 1 - - - - - - 6.15 5.55 - 6.15 5.55 - Critical Hdwy Stg 2 - - - - - - 6.15 5.55 - 6.15 5.55 - Follow-up Hdwy 2.245 - - 2.245 - - 3.545 4.045 3.345 3.545 4.045 3.345 Pot Cap-1 Maneuver 1507 - - 1525 - - 770 700 1014 755 689 985 Stage 1 - - - - - - 921 822 - 893 802 -
Stage 2 - - - - - - 895 799 - 907 810 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1503 - - 1519 - - 715 678 1007 673 668 981 Mov Cap-2 Maneuver - - - - - - 715 678 - 673 668 -
Stage 1 - - - - - - 906 809 - 879 790 -
Stage 2 - - - - - - 846 786 - 827 796 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.83 1.52 9.89 9.61

HCM LOS A A
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 715 853 565 - - 360 - - 673 873
HCM Lane V/C Ratio 0.062 0.083 0.012 - - 0.012 - - 0.02 0.044 HCM Ctrl Dly (s/v) 10.4 9.6 7.4 0 - 7.4 0 - 10.5 9.3
HCM Lane LOS B A A A - A A - B A
HCM 95th %tile Q(veh) 0.2 0.3 0 - - 0 - - 0.1 0.1
223
Section 7, Item 7E
Existing AM Plus Project Phase 1
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/08/2025 Existing AM Plus Project Phase 1 Baseline Synchro 12 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 24.9
Intersection LOS C
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 189 95 18 4 0 364 0 272 39 213 98 0
Future Vol, veh/h 189 95 18 4 0 364 0 272 39 213 98 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 201 101 19 4 0 387 0 289 41 227 104 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 26 27.6 26.9 18.8

HCM LOS D D D C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 1% 63% 100% 0%
Vol Thru, % 87% 0% 31% 0% 100%
Vol Right, % 13% 99% 6% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 311 368 302 213 98
LT Vol 0 4 189 213 0
Through Vol 272 0 95 0 98
RT Vol 39 364 18 0 0
Lane Flow Rate 331 391 321 227 104
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.701 0.746 0.685 0.543 0.235
Departure Headway (Hd) 7.627 6.864 7.677 8.62 8.104
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 473 525 469 417 441
Service Time 5.717 4.949 5.766 6.41 5.893
HCM Lane V/C Ratio 0.7 0.745 0.684 0.544 0.236
HCM Control Delay, s/veh 26.9 27.6 26 21.3 13.4
HCM Lane LOS D D D C B
HCM 95th-tile Q 5.4 6.4 5.1 3.1 0.9
224
Section 7, Item 7E
Existing AM Plus Project Phase 1
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/08/2025 Existing AM Plus Project Phase 1 Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 5
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 22 1 150 252 570 0 0 284 227
Future Vol, veh/h 0 0 0 22 1 150 252 570 0 0 284 227
Conflicting Peds, #/hr 0 0 0 4 0 4 1 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 24 1 161 271 613 0 0 305 244
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1464 1705 617 550 0 - - - 0
Stage 1 1155 1155 - - - - - - -
Stage 2 309 550 - - - - - - -
Critical Hdwy 6.42 6.52 6.22 4.12 - - - - -
Critical Hdwy Stg 1 5.42 5.52 - - - - - - -
Critical Hdwy Stg 2 5.42 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 2.218 - - - - -
Pot Cap-1 Maneuver 141 91 490 1019 - 0 0 - -
Stage 1 300 271 - - - 0 0 - -
Stage 2 744 516 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 103 0 488 1019 - - - - -
Mov Cap-2 Maneuver 103 0 - - - - - - -
Stage 1 220 0 - - - - - - -
Stage 2 741 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 29.01 3.01 0

HCM LOS D
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 1019 - 331 - -
HCM Lane V/C Ratio 0.266 - 0.563 - -
HCM Ctrl Dly (s/v) 9.8 - 29 - -
HCM Lane LOS A - D - -
HCM 95th %tile Q(veh) 1.1 - 3.3 - -
225
Section 7, Item 7E
Existing AM Plus Project Phase 1
8: Fresno Street & Fowler Avenue 09/08/2025
Existing AM Plus Project Phase 1 Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 2.4
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Vol, veh/h 308 43 0 256 98 12
Future Vol, veh/h 308 43 0 256 98 12
Conflicting Peds, #/hr 0 1 1 0 1 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 70 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 328 46 0 272 104 13
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 374 0 625 353
Stage 1 - - - - 352 -
Stage 2 - - - - 273 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1179 - 447 689
Stage 1 - - - - 710 -
Stage 2 - - - - 770 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1177 - 446 688
Mov Cap-2 Maneuver - - - - 446 -
Stage 1 - - - - 709 -
Stage 2 - - - - 770 -
Approach SE NW NE
HCM Ctrl Dly, s/v 0 0 15.36

HCM LOS C
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 464 1177 - - -
HCM Lane V/C Ratio 0.252 - - - -
HCM Ctrl Dly (s/v) 15.4 0 - - -
HCM Lane LOS C A - - -
HCM 95th %tile Q(veh) 1 0 - - -
226
Section 7, Item 7E
Existing AM Plus Project Phase 1
9: Fowler Avenue & South Avenue 09/08/2025
Existing AM Plus Project Phase 1 Baseline Synchro 12 Report

Page 9 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 83 0 32 0 0 2 21 192 0 1 159 34
Future Vol, veh/h 83 0 32 0 0 2 21 192 0 1 159 34
Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 1 0 1
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 92 0 36 0 0 2 23 213 0 1 177 38
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 460 460 197 440 479 215 215 0 0 214 0 0 Stage 1 199 199 - 261 261 - - - - - - -
Stage 2 261 261 - 179 218 - - - - - - -
Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 - - 4.15 - - Critical Hdwy Stg 1 6.15 5.55 - 6.15 5.55 - - - - - - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - - - - - Follow-up Hdwy 3.545 4.045 3.345 3.545 4.045 3.345 2.245 - - 2.245 - - Pot Cap-1 Maneuver 507 494 837 522 482 817 1337 - - 1338 - - Stage 1 796 731 - 737 687 - - - - - - -
Stage 2 737 687 - 816 717 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 494 483 836 489 471 816 1336 - - 1337 - - Mov Cap-2 Maneuver 494 483 - 489 471 - - - - - - -
Stage 1 795 730 - 722 672 - - - - - - -
Stage 2 720 672 - 781 716 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.37 9.43 0.76 0.04

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 177 - - 557 816 9 - -
HCM Lane V/C Ratio 0.017 - - 0.229 0.003 0.001 - -
HCM Ctrl Dly (s/v) 7.7 0 - 13.4 9.4 7.7 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0.1 - - 0.9 0 0 - -
227
Section 7, Item 7E
Existing AM Plus Project Phase 1
10: Fowler Avenue & HWY 99 SB On Ramp 09/08/2025
Existing AM Plus Project Phase 1 Baseline Synchro 12 Report

Page 10 ends

Intersection
Int Delay, s/veh 7.4
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 251 33 129 194 0 0
Future Vol, veh/h 251 33 129 194 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 267 35 137 206 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 137 - 0 -
Stage 1 137 - - -
Stage 2 0 - - -
Critical Hdwy 6.44 - - -
Critical Hdwy Stg 1 5.44 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.536 - - -
Pot Cap-1 Maneuver 851 0 - 0
Stage 1 884 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 851 - - -
Mov Cap-2 Maneuver 851 - - -
Stage 1 884 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 11.15 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 851 -
HCM Lane V/C Ratio 0.314 -
HCM Ctrl Dly (s/v) 11.1 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1.3 -
228
Section 7, Item 7E
Existing AM Plus Project Phase 1
11: HWY 99 SB Off Ramp & Adams Avenue 09/08/2025
Existing AM Plus Project Phase 1 Baseline Synchro 12 Report

Page 11 ends

Intersection
Int Delay, s/veh 4.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 111 0 0 67 4 124
Future Vol, veh/h 111 0 0 67 4 124
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - Yield
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 87 87 87 87
Heavy Vehicles, % 10 10 10 10 10 10
Mvmt Flow 121 0 0 77 5 143
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 198 121
Stage 1 - - - - 121 -
Stage 2 - - - - 77 -
Critical Hdwy - - - - 6.5 6.3
Critical Hdwy Stg 1 - - - - 5.5 -
Critical Hdwy Stg 2 - - - - 5.5 -
Follow-up Hdwy - - - - 3.59 3.39
Pot Cap-1 Maneuver - 0 0 - 773 910
Stage 1 - 0 0 - 885 -
Stage 2 - 0 0 - 926 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 773 910
Mov Cap-2 Maneuver - - - - 773 -
Stage 1 - - - - 885 -
Stage 2 - - - - 926 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 9.69

HCM LOS A
Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBT
Capacity (veh/h) 773 910 - -
HCM Lane V/C Ratio 0.006 0.157 - -
HCM Ctrl Dly (s/v) 9.7 9.7 - -
HCM Lane LOS A A - -
HCM 95th %tile Q(veh) 0 0.6 - -
229
Section 7, Item 7E
Existing PM Plus Project Phase 1
1: Clovis Avenue & Adams Avenue 09/08/2025
Existing PM Plus Project Phase 1 Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 12.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 62 77 23 16 43 9 23 125 12 45 275 49 Future Vol, veh/h 62 77 23 16 43 9 23 125 12 45 275 49
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 69 86 26 18 48 10 26 139 13 50 306 54
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 10.8 9.6 10.2 14.1

HCM LOS B A B B
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 14% 38% 24% 12%
Vol Thru, % 78% 48% 63% 75%
Vol Right, % 8% 14% 13% 13%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 160 162 68 369
LT Vol 23 62 16 45
Through Vol 125 77 43 275
RT Vol 12 23 9 49
Lane Flow Rate 178 180 76 410
Geometry Grp 1 1 1 1
Degree of Util (X) 0.26 0.28 0.121 0.563
Departure Headway (Hd) 5.268 5.597 5.779 4.946
Convergence, Y/N Yes Yes Yes Yes
Cap 683 641 620 734
Service Time 3.301 3.634 3.821 2.946
HCM Lane V/C Ratio 0.261 0.281 0.123 0.559
HCM Control Delay, s/veh 10.2 10.8 9.6 14.1
HCM Lane LOS B B A B
HCM 95th-tile Q 1 1.1 0.4 3.5
230
Section 7, Item 7E
Existing PM Plus Project Phase 1
2: Clovis Avenue & Sumner Avenue 09/08/2025
Existing PM Plus Project Phase 1 Baseline Synchro 12 Report

Page 2 ends

Intersection
Int Delay, s/veh 3.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 5 1 6 6 59 0 98 8 111 193 3
Future Vol, veh/h 2 5 1 6 6 59 0 98 8 111 193 3
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 2 5 1 7 7 64 0 107 9 121 210 3
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 563 568 211 565 565 111 213 0 0 115 0 0 Stage 1 453 453 - 111 111 - - - - - - -
Stage 2 110 115 - 454 454 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 436 431 826 434 433 940 1351 - - 1467 - - Stage 1 585 568 - 892 802 - - - - - - -
Stage 2 893 798 - 584 567 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 363 391 826 388 392 940 1351 - - 1467 - - Mov Cap-2 Maneuver 363 391 - 388 392 - - - - - - -
Stage 1 530 515 - 892 802 - - - - - - -
Stage 2 825 798 - 523 514 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.97 10.28 0 2.77

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1351 - - 410 759 649 - -
HCM Lane V/C Ratio - - - 0.021 0.102 0.082 - -
HCM Ctrl Dly (s/v) 0 - - 14 10.3 7.7 0 -
HCM Lane LOS A - - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0.3 - -
231
Section 7, Item 7E
Existing PM Plus Project Phase 1
3: Sunnyside Avenue & Sumner Avenue 09/08/2025
Existing PM Plus Project Phase 1 Baseline Synchro 12 Report

Page 3 ends

Intersection
Int Delay, s/veh 5.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 37 26 62 53 56 7 7 57 44 7 11
Future Vol, veh/h 31 37 26 62 53 56 7 7 57 44 7 11
Conflicting Peds, #/hr 0 0 0 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 33 40 28 67 57 60 8 8 61 47 8 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 118 0 0 69 0 0 302 359 42 303 327 58 Stage 1 - - - - - - 107 107 - 191 191 -
Stage 2 - - - - - - 194 252 - 111 135 -
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 1470 - - 1532 - - 651 568 1029 650 592 1008 Stage 1 - - - - - - 898 806 - 810 742 -
Stage 2 - - - - - - 808 699 - 894 784 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1469 - - 1531 - - 590 527 1027 560 550 1007 Mov Cap-2 Maneuver - - - - - - 590 527 - 560 550 -
Stage 1 - - - - - - 876 787 - 772 707 -
Stage 2 - - - - - - 753 665 - 812 765 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 2.48 2.7 9.48 11.52

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 880 821 - - 970 - - 558 1007
HCM Lane V/C Ratio 0.087 0.023 - - 0.044 - - 0.098 0.012 HCM Ctrl Dly (s/v) 9.5 7.5 0 - 7.5 0 - 12.1 8.6
HCM Lane LOS A A A - A A - B A
HCM 95th %tile Q(veh) 0.3 0.1 - - 0.1 - - 0.3 0
232
Section 7, Item 7E
Existing PM Plus Project Phase 1
4: Clovis Avenue & South Avenue 09/08/2025
Existing PM Plus Project Phase 1 Baseline Synchro 12 Report

Page 4 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 22 40 17 3 9 25 10 60 4 58 132 13
Future Vol, veh/h 22 40 17 3 9 25 10 60 4 58 132 13
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 24 43 18 3 10 27 11 65 4 63 143 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 368 368 151 380 373 67 158 0 0 70 0 0 Stage 1 277 277 - 89 89 - - - - - - -
Stage 2 92 91 - 291 284 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 584 558 891 574 554 990 1410 - - 1519 - - Stage 1 725 678 - 913 817 - - - - - - -
Stage 2 910 815 - 712 673 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 529 528 891 490 525 990 1410 - - 1519 - - Mov Cap-2 Maneuver 529 528 - 490 525 - - - - - - -
Stage 1 692 647 - 906 811 - - - - - - -
Stage 2 868 809 - 621 642 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 12.3 9.98 1.02 2.14

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 240 - - 579 763 505 - -
HCM Lane V/C Ratio 0.008 - - 0.148 0.053 0.042 - -
HCM Ctrl Dly (s/v) 7.6 0 - 12.3 10 7.5 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0 - - 0.5 0.2 0.1 - -
233
Section 7, Item 7E
Existing PM Plus Project Phase 1
5: Sunnyside Avenue & South Avenue 09/08/2025
Existing PM Plus Project Phase 1 Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 4.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 57 37 33 20 10 14 17 20 9 13 2
Future Vol, veh/h 10 57 37 33 20 10 14 17 20 9 13 2
Conflicting Peds, #/hr 0 0 1 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 11 66 43 38 23 11 16 20 23 10 15 2
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 35 0 0 109 0 0 196 201 68 205 238 30 Stage 1 - - - - - - 90 90 - 106 106 -
Stage 2 - - - - - - 106 111 - 99 132 -
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 1576 - - 1481 - - 763 695 996 753 663 1045 Stage 1 - - - - - - 918 821 - 900 808 -
Stage 2 - - - - - - 899 803 - 907 787 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1574 - - 1480 - - 719 670 994 689 640 1044 Mov Cap-2 Maneuver - - - - - - 719 670 - 689 640 -
Stage 1 - - - - - - 910 814 - 876 786 -
Stage 2 - - - - - - 857 781 - 857 780 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.7 3.93 9.79 10.41

HCM LOS A B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 719 814 269 - - 884 - - 689 674
HCM Lane V/C Ratio 0.022 0.052 0.007 - - 0.026 - - 0.015 0.026 HCM Ctrl Dly (s/v) 10.1 9.7 7.3 0 - 7.5 0 - 10.3 10.5
HCM Lane LOS B A A A - A A - B B
HCM 95th %tile Q(veh) 0.1 0.2 0 - - 0.1 - - 0 0.1
234
Section 7, Item 7E
Existing PM Plus Project Phase 1
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/08/2025 Existing PM Plus Project Phase 1 Baseline Synchro 12 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 16
Intersection LOS C
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 149 126 51 8 0 224 0 116 52 223 159 0 Future Vol, veh/h 149 126 51 8 0 224 0 116 52 223 159 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 164 138 56 9 0 246 0 127 57 245 175 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 19.7 13.6 13.3 15.5

HCM LOS C B B C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 3% 46% 100% 0%
Vol Thru, % 69% 0% 39% 0% 100%
Vol Right, % 31% 97% 16% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 168 232 326 223 159
LT Vol 0 8 149 223 0
Through Vol 116 0 126 0 159
RT Vol 52 224 51 0 0
Lane Flow Rate 185 255 358 245 175
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.345 0.429 0.631 0.501 0.333
Departure Headway (Hd) 6.726 6.058 6.343 7.365 6.854
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 534 594 570 490 524
Service Time 4.788 4.112 4.391 5.118 4.606
HCM Lane V/C Ratio 0.346 0.429 0.628 0.5 0.334
HCM Control Delay, s/veh 13.3 13.6 19.7 17.3 13
HCM Lane LOS B B C C B
HCM 95th-tile Q 1.5 2.1 4.4 2.8 1.4
235
Section 7, Item 7E
Existing PM Plus Project Phase 1
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/08/2025 Existing PM Plus Project Phase 1 Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 3.2
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 44 3 86 130 356 0 0 342 186
Future Vol, veh/h 0 0 0 44 3 86 130 356 0 0 342 186
Conflicting Peds, #/hr 0 0 0 2 0 2 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 47 3 91 138 379 0 0 364 198
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1021 1217 381 562 0 - - - 0
Stage 1 655 655 - - - - - - -
Stage 2 366 562 - - - - - - -
Critical Hdwy 6.42 6.52 6.22 4.12 - - - - -
Critical Hdwy Stg 1 5.42 5.52 - - - - - - -
Critical Hdwy Stg 2 5.42 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 2.218 - - - - -
Pot Cap-1 Maneuver 262 181 666 1010 - 0 0 - -
Stage 1 517 462 - - - 0 0 - -
Stage 2 702 510 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 225 0 665 1010 - - - - -
Mov Cap-2 Maneuver 225 0 - - - - - - -
Stage 1 446 0 - - - - - - -
Stage 2 700 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 18.81 2.44 0

HCM LOS C
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 1010 - 401 - -
HCM Lane V/C Ratio 0.137 - 0.353 - -
HCM Ctrl Dly (s/v) 9.1 - 18.8 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.5 - 1.6 - -
236
Section 7, Item 7E
Existing PM Plus Project Phase 1
8: Fresno Street & Fowler Avenue 09/08/2025
Existing PM Plus Project Phase 1 Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 1.3
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Vol, veh/h 356 55 6 184 49 9
Future Vol, veh/h 356 55 6 184 49 9
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 70 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 387 60 7 200 53 10
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 447 0 630 417
Stage 1 - - - - 417 -
Stage 2 - - - - 213 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1114 - 446 636
Stage 1 - - - - 665 -
Stage 2 - - - - 822 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1114 - 443 636
Mov Cap-2 Maneuver - - - - 443 -
Stage 1 - - - - 665 -
Stage 2 - - - - 818 -
Approach SE NW NE
HCM Ctrl Dly, s/v 0 0.26 13.95

HCM LOS B
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 465 1114 - - -
HCM Lane V/C Ratio 0.136 0.006 - - -
HCM Ctrl Dly (s/v) 14 8.3 - - -
HCM Lane LOS B A - - -
HCM 95th %tile Q(veh) 0.5 0 - - -
237
Section 7, Item 7E
Existing PM Plus Project Phase 1
9: Fowler Avenue & South Avenue 09/08/2025
Existing PM Plus Project Phase 1 Baseline Synchro 12 Report

Page 9 ends

Intersection
Int Delay, s/veh 2.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 49 0 29 0 0 0 48 148 0 1 161 49
Future Vol, veh/h 49 0 29 0 0 0 48 148 0 1 161 49
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 54 0 32 0 0 0 53 164 0 1 179 54
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 479 479 206 452 507 164 233 0 0 164 0 0 Stage 1 208 208 - 271 271 - - - - - - -
Stage 2 271 271 - 181 236 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 495 484 832 516 467 877 1328 - - 1408 - - Stage 1 791 728 - 733 683 - - - - - - -
Stage 2 733 683 - 818 708 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 473 462 832 474 446 877 1328 - - 1408 - - Mov Cap-2 Maneuver 473 462 - 474 446 - - - - - - -
Stage 1 791 727 - 700 653 - - - - - - -
Stage 2 700 653 - 786 708 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 12.55 0 1.92 0.04

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 441 - - 563 - 8 - -
HCM Lane V/C Ratio 0.04 - - 0.154 - 0.001 - -
HCM Ctrl Dly (s/v) 7.8 0 - 12.6 0 7.6 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0.1 - - 0.5 - 0 - -
238
Section 7, Item 7E
Existing PM Plus Project Phase 1
10: Fowler Avenue & HWY 99 SB On Ramp 09/08/2025
Existing PM Plus Project Phase 1 Baseline Synchro 12 Report

Page 11 ends

Intersection
Int Delay, s/veh 5.9
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 194 21 167 199 0 0
Future Vol, veh/h 194 21 167 199 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 204 22 176 209 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 176 - 0 -
Stage 1 176 - - -
Stage 2 0 - - -
Critical Hdwy 6.43 - - -
Critical Hdwy Stg 1 5.43 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.527 - - -
Pot Cap-1 Maneuver 812 0 - 0
Stage 1 852 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 812 - - -
Mov Cap-2 Maneuver 812 - - -
Stage 1 852 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 10.92 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 812 -
HCM Lane V/C Ratio 0.252 -
HCM Ctrl Dly (s/v) 10.9 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1 -
239
Section 7, Item 7E
Existing PM Plus Project Phase 1
11: HWY 99 SB Off Ramp & Adams Avenue 09/08/2025
Existing PM Plus Project Phase 1 Baseline Synchro 12 Report

Page 10 ends

Intersection
Int Delay, s/veh 5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 96 0 0 63 6 164
Future Vol, veh/h 96 0 0 63 6 164
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - Yield
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 99 0 0 65 6 169
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 164 99
Stage 1 - - - - 99 -
Stage 2 - - - - 65 -
Critical Hdwy - - - - 6.44 6.24
Critical Hdwy Stg 1 - - - - 5.44 -
Critical Hdwy Stg 2 - - - - 5.44 -
Follow-up Hdwy - - - - 3.536 3.336
Pot Cap-1 Maneuver - 0 0 - 822 951
Stage 1 - 0 0 - 920 -
Stage 2 - 0 0 - 953 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 822 951
Mov Cap-2 Maneuver - - - - 822 -
Stage 1 - - - - 920 -
Stage 2 - - - - 953 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 9.59

HCM LOS A
Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBT
Capacity (veh/h) 822 951 - -
HCM Lane V/C Ratio 0.008 0.178 - -
HCM Ctrl Dly (s/v) 9.4 9.6 - -
HCM Lane LOS A A - -
HCM 95th %tile Q(veh) 0 0.6 - -
240
Section 7, Item 7E

NEAR TERM OPENING

SYNCRO REPORTS
241
Section 7, Item 7E
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects 1: Clovis Avenue & Adams Avenue 09/25/2025
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 10
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 70 56 16 14 39 13 15 191 39 14 115 68 Future Vol, veh/h 70 56 16 14 39 13 15 191 39 14 115 68 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 78 62 18 16 43 14 17 212 43 16 128 76
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 9.9 9 10.5 9.7

HCM LOS A A B A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 6% 49% 21% 7%
Vol Thru, % 78% 39% 59% 58%
Vol Right, % 16% 11% 20% 35%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 245 142 66 197
LT Vol 15 70 14 14
Through Vol 191 56 39 115
RT Vol 39 16 13 68
Lane Flow Rate 272 158 73 219
Geometry Grp 1 1 1 1
Degree of Util (X) 0.361 0.231 0.108 0.287
Departure Headway (Hd) 4.768 5.262 5.291 4.727
Convergence, Y/N Yes Yes Yes Yes
Cap 749 675 669 753
Service Time 2.837 3.347 3.389 2.801
HCM Lane V/C Ratio 0.363 0.234 0.109 0.291
HCM Control Delay, s/veh 10.5 9.9 9 9.7
HCM Lane LOS B A A A
HCM 95th-tile Q 1.6 0.9 0.4 1.2
(Near Term Opening) 242
Section 7, Item 7E
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects 2: Clovis Avenue & Sumner Avenue 09/25/2025
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 2 ends

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 2 1 0 0 1 26 3 205 0 14 139 4
Future Vol, veh/h 2 1 0 0 1 26 3 205 0 14 139 4
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 2 1 0 0 1 31 4 241 0 16 164 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 448 447 166 445 449 241 168 0 0 241 0 0 Stage 1 199 199 - 248 248 - - - - - - -
Stage 2 249 248 - 197 201 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 520 505 876 521 503 795 1403 - - 1320 - - Stage 1 801 735 - 753 699 - - - - - - -
Stage 2 753 699 - 802 733 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 490 497 876 512 495 795 1403 - - 1320 - - Mov Cap-2 Maneuver 490 497 - 512 495 - - - - - - -
Stage 1 790 725 - 751 697 - - - - - - -
Stage 2 721 697 - 790 723 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 12.37 9.83 0.11 0.69

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 26 - - 492 778 160 - -
HCM Lane V/C Ratio 0.003 - - 0.007 0.041 0.012 - -
HCM Ctrl Dly (s/v) 7.6 0 - 12.4 9.8 7.8 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - -
(Near Term Opening) 243
Section 7, Item 7E
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects 3: Sunnyside Avenue & Sumner Avenue 09/25/2025
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 3 ends

Intersection
Int Delay, s/veh 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 32 6 54 13 33 14 17 124 104 11 15
Future Vol, veh/h 0 32 6 54 13 33 14 17 124 104 11 15
Conflicting Peds, #/hr 0 0 0 5 0 5 0 0 5 5 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 33 6 56 13 34 14 18 128 107 11 15
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 52 0 0 44 0 0 168 202 43 176 174 18 Stage 1 - - - - - - 38 38 - 130 130 -
Stage 2 - - - - - - 130 164 - 47 44 -
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 1553 - - 1564 - - 795 694 1027 786 719 1060 Stage 1 - - - - - - 977 863 - 874 789 -
Stage 2 - - - - - - 873 763 - 967 858 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1546 - - 1557 - - 739 662 1018 639 686 1055 Mov Cap-2 Maneuver - - - - - - 739 662 - 639 686 -
Stage 1 - - - - - - 973 859 - 838 756 -
Stage 2 - - - - - - 816 731 - 824 854 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 4 9.67 11.47

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 931 1546 - - 1451 - - 643 1055
HCM Lane V/C Ratio 0.172 - - - 0.036 - - 0.184 0.015
HCM Ctrl Dly (s/v) 9.7 0 - - 7.4 0 - 11.9 8.5
HCM Lane LOS A A - - A A - B A
HCM 95th %tile Q(veh) 0.6 0 - - 0.1 - - 0.7 0
(Near Term Opening) 244
Section 7, Item 7E
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects 4: Clovis Avenue & South Avenue 09/25/2025
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 4 ends

Intersection
Int Delay, s/veh 5.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 29 9 10 21 102 5 100 4 41 76 11
Future Vol, veh/h 16 29 9 10 21 102 5 100 4 41 76 11
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 18 33 10 11 24 117 6 115 5 47 87 13
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 326 319 94 327 323 117 100 0 0 120 0 0 Stage 1 188 188 - 129 129 - - - - - - -
Stage 2 139 131 - 198 194 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 623 594 958 622 591 929 1480 - - 1456 - - Stage 1 809 741 - 870 786 - - - - - - -
Stage 2 860 784 - 799 736 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 502 572 958 559 569 929 1480 - - 1456 - - Mov Cap-2 Maneuver 502 572 - 559 569 - - - - - - -
Stage 1 781 715 - 867 782 - - - - - - -
Stage 2 725 781 - 728 711 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.86 10.49 0.34 2.42

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 82 - - 587 808 562 - -
HCM Lane V/C Ratio 0.004 - - 0.106 0.189 0.032 - -
HCM Ctrl Dly (s/v) 7.4 0 - 11.9 10.5 7.6 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.4 0.7 0.1 - -
(Near Term Opening) 245
Section 7, Item 7E
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects 5: Sunnyside Avenue & South Avenue 09/25/2025
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 17 55 14 17 60 8 39 23 40 12 9 26
Future Vol, veh/h 17 55 14 17 60 8 39 23 40 12 9 26
Conflicting Peds, #/hr 0 0 1 4 0 3 1 0 1 3 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 19 63 16 19 68 9 44 26 45 14 10 30
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 80 0 0 82 0 0 218 224 70 232 235 77 Stage 1 - - - - - - 105 105 - 114 114 -
Stage 2 - - - - - - 113 119 - 117 121 -
Critical Hdwy 4.15 - - 4.15 - - 7.15 6.55 6.25 7.15 6.55 6.25 Critical Hdwy Stg 1 - - - - - - 6.15 5.55 - 6.15 5.55 - Critical Hdwy Stg 2 - - - - - - 6.15 5.55 - 6.15 5.55 - Follow-up Hdwy 2.245 - - 2.245 - - 3.545 4.045 3.345 3.545 4.045 3.345 Pot Cap-1 Maneuver 1499 - - 1496 - - 732 670 985 717 660 976 Stage 1 - - - - - - 893 802 - 883 795 -
Stage 2 - - - - - - 885 792 - 880 790 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1494 - - 1490 - - 676 647 978 635 638 972 Mov Cap-2 Maneuver - - - - - - 676 647 - 635 638 -
Stage 1 - - - - - - 878 789 - 869 782 -
Stage 2 - - - - - - 834 779 - 798 776 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.47 1.49 10.13 9.76

HCM LOS B A
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 676 824 425 - - 352 - - 635 857
HCM Lane V/C Ratio 0.066 0.087 0.013 - - 0.013 - - 0.021 0.046 HCM Ctrl Dly (s/v) 10.7 9.8 7.4 0 - 7.4 0 - 10.8 9.4
HCM Lane LOS B A A A - A A - B A
HCM 95th %tile Q(veh) 0.2 0.3 0 - - 0 - - 0.1 0.1
(Near Term Opening) 246
Section 7, Item 7E
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects 6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/25/2025 Existing AM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 31.1
Intersection LOS D
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 192 99 22 4 0 377 0 291 39 217 100 0 Future Vol, veh/h 192 99 22 4 0 377 0 291 39 217 100 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 204 105 23 4 0 401 0 310 41 231 106 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 31.9 35.8 34.8 20.8

HCM LOS D E D C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 1% 61% 100% 0%
Vol Thru, % 88% 0% 32% 0% 100%
Vol Right, % 12% 99% 7% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 330 381 313 217 100
LT Vol 0 4 192 217 0
Through Vol 291 0 99 0 100
RT Vol 39 377 22 0 0
Lane Flow Rate 351 405 333 231 106
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.784 0.82 0.75 0.582 0.253
Departure Headway (Hd) 8.038 7.28 8.111 9.073 8.555
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 449 494 446 397 419
Service Time 6.108 5.347 6.184 6.846 6.327
HCM Lane V/C Ratio 0.782 0.82 0.747 0.582 0.253
HCM Control Delay, s/veh 34.8 35.8 31.9 23.8 14.2
HCM Lane LOS D E D C B
HCM 95th-tile Q 6.9 7.9 6.2 3.6 1
(Near Term Opening) 247
Section 7, Item 7E
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects 7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/25/2025 Existing AM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 5.7
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 24 1 151 276 581 0 0 286 239
Future Vol, veh/h 0 0 0 24 1 151 276 581 0 0 286 239
Conflicting Peds, #/hr 0 0 0 4 0 4 1 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 26 1 162 297 625 0 0 308 257
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1530 1784 629 566 0 - - - 0
Stage 1 1218 1218 - - - - - - -
Stage 2 312 566 - - - - - - -
Critical Hdwy 6.42 6.52 6.22 4.12 - - - - -
Critical Hdwy Stg 1 5.42 5.52 - - - - - - -
Critical Hdwy Stg 2 5.42 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 2.218 - - - - -
Pot Cap-1 Maneuver 129 82 482 1006 - 0 0 - -
Stage 1 280 253 - - - 0 0 - -
Stage 2 743 508 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 91 0 481 1006 - - - - -
Mov Cap-2 Maneuver 91 0 - - - - - - -
Stage 1 197 0 - - - - - - -
Stage 2 740 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 34.97 3.24 0

HCM LOS D
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 1006 - 302 - -
HCM Lane V/C Ratio 0.295 - 0.627 - -
HCM Ctrl Dly (s/v) 10.1 - 35 - -
HCM Lane LOS B - D - -
HCM 95th %tile Q(veh) 1.2 - 3.9 - -
(Near Term Opening) 248
Section 7, Item 7E
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects 8: Fresno Street & Fowler Avenue 09/25/2025
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 2.3
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Vol, veh/h 316 43 0 269 98 12
Future Vol, veh/h 316 43 0 269 98 12
Conflicting Peds, #/hr 0 1 1 0 1 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 70 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 336 46 0 286 104 13
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 383 0 647 361
Stage 1 - - - - 360 -
Stage 2 - - - - 287 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1170 - 434 681
Stage 1 - - - - 704 -
Stage 2 - - - - 759 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1169 - 433 680
Mov Cap-2 Maneuver - - - - 433 -
Stage 1 - - - - 703 -
Stage 2 - - - - 759 -
Approach SE NW NE
HCM Ctrl Dly, s/v 0 0 15.76

HCM LOS C
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 451 1169 - - -
HCM Lane V/C Ratio 0.26 - - - -
HCM Ctrl Dly (s/v) 15.8 0 - - -
HCM Lane LOS C A - - -
HCM 95th %tile Q(veh) 1 0 - - -
(Near Term Opening) 249
Section 7, Item 7E
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects 9: Fowler Avenue & South Avenue 09/25/2025
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 9 ends

Intersection
Int Delay, s/veh 3.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 100 0 36 0 0 2 22 192 0 1 159 40
Future Vol, veh/h 100 0 36 0 0 2 22 192 0 1 159 40
Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 1 0 1
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 111 0 40 0 0 2 24 213 0 1 177 44
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 465 465 200 442 488 215 222 0 0 214 0 0 Stage 1 202 202 - 263 263 - - - - - - -
Stage 2 263 263 - 179 224 - - - - - - -
Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 - - 4.15 - - Critical Hdwy Stg 1 6.15 5.55 - 6.15 5.55 - - - - - - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - - - - - Follow-up Hdwy 3.545 4.045 3.345 3.545 4.045 3.345 2.245 - - 2.245 - - Pot Cap-1 Maneuver 502 490 833 521 476 817 1329 - - 1338 - - Stage 1 793 729 - 735 685 - - - - - - -
Stage 2 735 685 - 816 712 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 489 479 833 484 465 816 1328 - - 1337 - - Mov Cap-2 Maneuver 489 479 - 484 465 - - - - - - -
Stage 1 791 727 - 719 670 - - - - - - -
Stage 2 717 670 - 776 711 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 14.03 9.43 0.8 0.04

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 185 - - 549 816 9 - -
HCM Lane V/C Ratio 0.018 - - 0.275 0.003 0.001 - -
HCM Ctrl Dly (s/v) 7.8 0 - 14 9.4 7.7 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0.1 - - 1.1 0 0 - -
(Near Term Opening) 250
Section 7, Item 7E
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects 10: Fowler Avenue & HWY 99 SB On Ramp 09/25/2025
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 10 ends

Intersection
Int Delay, s/veh 7.6
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 264 37 131 200 0 0
Future Vol, veh/h 264 37 131 200 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 281 39 139 213 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 139 - 0 -
Stage 1 139 - - -
Stage 2 0 - - -
Critical Hdwy 6.44 - - -
Critical Hdwy Stg 1 5.44 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.536 - - -
Pot Cap-1 Maneuver 849 0 - 0
Stage 1 883 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 849 - - -
Mov Cap-2 Maneuver 849 - - -
Stage 1 883 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 11.32 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 849 -
HCM Lane V/C Ratio 0.331 -
HCM Ctrl Dly (s/v) 11.3 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1.5 -
(Near Term Opening) 251
Section 7, Item 7E
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects 11: HWY 99 SB Off Ramp & Adams Avenue 09/25/2025
Existing AM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 11 ends

HCM LOS A
Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBT
Capacity (veh/h) 773 910 - -
HCM Lane V/C Ratio 0.006 0.157 - -
HCM Ctrl Dly (s/v) 9.7 9.7 - -
HCM Lane LOS A A - -
HCM 95th %tile Q(veh) 0 0.6 - -
(Near Term Opening) 252
Section 7, Item 7E
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects 1: Clovis Avenue & Adams Avenue 09/25/2025
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 13.1
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 62 77 24 16 43 10 23 140 12 47 302 49 Future Vol, veh/h 62 77 24 16 43 10 23 140 12 47 302 49 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 69 86 27 18 48 11 26 156 13 52 336 54
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 11.1 9.8 10.6 15.6

HCM LOS B A B C
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 13% 38% 23% 12%
Vol Thru, % 80% 47% 62% 76%
Vol Right, % 7% 15% 14% 12%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 175 163 69 398
LT Vol 23 62 16 47
Through Vol 140 77 43 302
RT Vol 12 24 10 49
Lane Flow Rate 194 181 77 442
Geometry Grp 1 1 1 1
Degree of Util (X) 0.289 0.289 0.126 0.612
Departure Headway (Hd) 5.346 5.736 5.926 4.98
Convergence, Y/N Yes Yes Yes Yes
Cap 671 627 603 725
Service Time 3.384 3.776 3.975 3.009
HCM Lane V/C Ratio 0.289 0.289 0.128 0.61
HCM Control Delay, s/veh 10.6 11.1 9.8 15.6
HCM Lane LOS B B A C
HCM 95th-tile Q 1.2 1.2 0.4 4.2
(Near Term Opening) 253
Section 7, Item 7E
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects 2: Clovis Avenue & Sumner Avenue 09/25/2025
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 2 ends

Intersection
Int Delay, s/veh 3.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 6 3 6 7 62 0 111 8 117 215 3
Future Vol, veh/h 2 6 3 6 7 62 0 111 8 117 215 3
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 2 7 3 7 8 67 0 121 9 127 234 3
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 614 619 235 616 616 125 237 0 0 129 0 0 Stage 1 490 490 - 125 125 - - - - - - -
Stage 2 124 129 - 491 491 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 403 403 801 401 405 923 1324 - - 1450 - - Stage 1 558 547 - 877 791 - - - - - - -
Stage 2 877 787 - 557 546 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 329 362 801 353 364 923 1324 - - 1450 - - Mov Cap-2 Maneuver 329 362 - 353 364 - - - - - - -
Stage 1 502 492 - 877 791 - - - - - - -
Stage 2 805 787 - 492 491 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.89 10.59 0 2.7

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1324 - - 417 725 627 - -
HCM Lane V/C Ratio - - - 0.029 0.112 0.088 - -
HCM Ctrl Dly (s/v) 0 - - 13.9 10.6 7.7 0 -
HCM Lane LOS A - - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.1 0.4 0.3 - -
(Near Term Opening) 254
Section 7, Item 7E
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects 3: Sunnyside Avenue & Sumner Avenue 09/25/2025
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 3 ends

Intersection
Int Delay, s/veh 5.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 37 33 84 53 56 11 7 70 44 7 11
Future Vol, veh/h 31 37 33 84 53 56 11 7 70 44 7 11
Conflicting Peds, #/hr 0 0 0 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 33 40 35 90 57 60 12 8 75 47 8 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 118 0 0 76 0 0 349 406 42 350 382 58 Stage 1 - - - - - - 107 107 - 239 239 -
Stage 2 - - - - - - 241 299 - 111 143 -
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 1470 - - 1523 - - 606 534 1029 605 551 1008 Stage 1 - - - - - - 898 806 - 765 708 -
Stage 2 - - - - - - 762 666 - 894 779 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1469 - - 1521 - - 539 487 1027 504 503 1007 Mov Cap-2 Maneuver - - - - - - 539 487 - 504 503 -
Stage 1 - - - - - - 876 786 - 715 662 -
Stage 2 - - - - - - 697 623 - 800 759 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 2.3 3.27 9.73 12.24

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 855 821 - - 1104 - - 504 1007
HCM Lane V/C Ratio 0.111 0.023 - - 0.059 - - 0.109 0.012 HCM Ctrl Dly (s/v) 9.7 7.5 0 - 7.5 0 - 13 8.6
HCM Lane LOS A A A - A A - B A
HCM 95th %tile Q(veh) 0.4 0.1 - - 0.2 - - 0.4 0
(Near Term Opening) 255
Section 7, Item 7E
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects 4: Clovis Avenue & South Avenue 09/25/2025
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 4 ends

Intersection
Int Delay, s/veh 5.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 44 17 3 12 38 10 60 4 82 132 13
Future Vol, veh/h 22 44 17 3 12 38 10 60 4 82 132 13
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 24 48 18 3 13 41 11 65 4 89 143 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 422 420 151 435 425 67 158 0 0 70 0 0 Stage 1 329 329 - 89 89 - - - - - - -
Stage 2 93 91 - 346 336 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 538 521 891 528 518 990 1410 - - 1519 - - Stage 1 680 643 - 913 817 - - - - - - -
Stage 2 909 815 - 666 638 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 467 484 891 436 481 990 1410 - - 1519 - - Mov Cap-2 Maneuver 467 484 - 436 481 - - - - - - -
Stage 1 636 602 - 906 811 - - - - - - -
Stage 2 850 809 - 562 597 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.22 10.16 1.02 2.72

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 240 - - 528 755 639 - -
HCM Lane V/C Ratio 0.008 - - 0.171 0.076 0.059 - -
HCM Ctrl Dly (s/v) 7.6 0 - 13.2 10.2 7.5 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.6 0.2 0.2 - -
(Near Term Opening) 256
Section 7, Item 7E
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects 5: Sunnyside Avenue & South Avenue 12/30/2025
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 1 ends

Intersection
Int Delay, s/veh 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 70 37 34 42 10 14 17 21 9 13 3
Future Vol, veh/h 11 70 37 34 42 10 14 17 21 9 13 3
Conflicting Peds, #/hr 0 0 1 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 13 80 43 39 48 11 16 20 24 10 15 3
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 61 0 0 124 0 0 241 246 82 250 282 55 Stage 1 - - - - - - 107 107 - 133 133 -
Stage 2 - - - - - - 134 139 - 117 149 -
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 1543 - - 1463 - - 713 657 977 704 626 1012 Stage 1 - - - - - - 899 807 - 870 786 -
Stage 2 - - - - - - 869 782 - 888 774 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1541 - - 1461 - - 668 631 975 640 602 1011 Mov Cap-2 Maneuver - - - - - - 668 631 - 640 602 -
Stage 1 - - - - - - 890 799 - 845 764 -
Stage 2 - - - - - - 826 759 - 837 766 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.69 2.98 10.04 10.69

HCM LOS B B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 668 784 244 - - 685 - - 640 652
HCM Lane V/C Ratio 0.024 0.056 0.008 - - 0.027 - - 0.016 0.028 HCM Ctrl Dly (s/v) 10.5 9.9 7.4 0 - 7.5 0 - 10.7 10.7
HCM Lane LOS B A A A - A A - B B
HCM 95th %tile Q(veh) 0.1 0.2 0 - - 0.1 - - 0 0.1
09/25/2025
(Near Term Opening) 257
Section 7, Item 7E
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects 6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/25/2025 Existing PM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 18.8
Intersection LOS C
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 160 138 66 8 0 233 0 129 52 231 166 0 Future Vol, veh/h 160 138 66 8 0 233 0 129 52 231 166 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 176 152 73 9 0 256 0 142 57 254 182 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 25.2 15 14.7 17

HCM LOS D B B C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 3% 44% 100% 0%
Vol Thru, % 71% 0% 38% 0% 100%
Vol Right, % 29% 97% 18% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 181 241 364 231 166
LT Vol 0 8 160 231 0
Through Vol 129 0 138 0 166
RT Vol 52 233 66 0 0
Lane Flow Rate 199 265 400 254 182
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.392 0.469 0.727 0.541 0.363
Departure Headway (Hd) 7.087 6.375 6.544 7.673 7.161
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 505 561 552 470 500
Service Time 5.175 4.454 4.611 5.446 4.934
HCM Lane V/C Ratio 0.394 0.472 0.725 0.54 0.364
HCM Control Delay, s/veh 14.7 15 25.2 19.2 14
HCM Lane LOS B B D C B
HCM 95th-tile Q 1.8 2.5 6 3.2 1.6
(Near Term Opening) 258
Section 7, Item 7E
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects 7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/25/2025 Existing PM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 3.6
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 49 3 88 146 373 0 0 352 192
Future Vol, veh/h 0 0 0 49 3 88 146 373 0 0 352 192
Conflicting Peds, #/hr 0 0 0 2 0 2 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 52 3 94 155 397 0 0 374 204
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1084 1286 399 579 0 - - - 0
Stage 1 707 707 - - - - - - -
Stage 2 376 579 - - - - - - -
Critical Hdwy 6.42 6.52 6.22 4.12 - - - - -
Critical Hdwy Stg 1 5.42 5.52 - - - - - - -
Critical Hdwy Stg 2 5.42 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 2.218 - - - - -
Pot Cap-1 Maneuver 240 164 651 995 - 0 0 - -
Stage 1 489 438 - - - 0 0 - -
Stage 2 694 501 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 202 0 650 995 - - - - -
Mov Cap-2 Maneuver 202 0 - - - - - - -
Stage 1 412 0 - - - - - - -
Stage 2 693 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 21.67 2.61 0

HCM LOS C
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 995 - 363 - -
HCM Lane V/C Ratio 0.156 - 0.411 - -
HCM Ctrl Dly (s/v) 9.3 - 21.7 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.6 - 1.9 - -
(Near Term Opening) 259
Section 7, Item 7E
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects 8: Fresno Street & Fowler Avenue 09/25/2025
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 1.3
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Vol, veh/h 376 55 6 193 49 9
Future Vol, veh/h 376 55 6 193 49 9
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 70 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 409 60 7 210 53 10
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 468 0 661 439
Stage 1 - - - - 439 -
Stage 2 - - - - 223 -
Critical Hdwy - - 4.12 - 6.42 6.22
Critical Hdwy Stg 1 - - - - 5.42 -
Critical Hdwy Stg 2 - - - - 5.42 -
Follow-up Hdwy - - 2.218 - 3.518 3.318
Pot Cap-1 Maneuver - - 1093 - 427 618
Stage 1 - - - - 650 -
Stage 2 - - - - 814 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1093 - 425 618
Mov Cap-2 Maneuver - - - - 425 -
Stage 1 - - - - 650 -
Stage 2 - - - - 809 -
Approach SE NW NE
HCM Ctrl Dly, s/v 0 0.25 14.39

HCM LOS B
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 446 1093 - - -
HCM Lane V/C Ratio 0.141 0.006 - - -
HCM Ctrl Dly (s/v) 14.4 8.3 - - -
HCM Lane LOS B A - - -
HCM 95th %tile Q(veh) 0.5 0 - - -
(Near Term Opening) 260
Section 7, Item 7E
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects 9: Fowler Avenue & South Avenue 09/25/2025
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 9 ends

Intersection
Int Delay, s/veh 3.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 60 0 32 0 0 0 52 148 0 1 161 68
Future Vol, veh/h 60 0 32 0 0 0 52 148 0 1 161 68
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 67 0 36 0 0 0 58 164 0 1 179 76
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 499 499 217 461 537 164 254 0 0 164 0 0 Stage 1 219 219 - 280 280 - - - - - - -
Stage 2 280 280 - 181 257 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 480 472 821 509 449 877 1305 - - 1408 - - Stage 1 781 720 - 725 677 - - - - - - -
Stage 2 725 677 - 818 693 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 457 449 821 463 427 877 1305 - - 1408 - - Mov Cap-2 Maneuver 457 449 - 463 427 - - - - - - -
Stage 1 780 719 - 689 644 - - - - - - -
Stage 2 689 644 - 782 693 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.22 0 2.05 0.03

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 468 - - 540 - 7 - -
HCM Lane V/C Ratio 0.044 - - 0.189 - 0.001 - -
HCM Ctrl Dly (s/v) 7.9 0 - 13.2 0 7.6 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0.1 - - 0.7 - 0 - -
(Near Term Opening) 261
Section 7, Item 7E
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects 10: Fowler Avenue & HWY 99 SB On Ramp 09/25/2025
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 11 ends

Intersection
Int Delay, s/veh 6
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 203 23 168 218 0 0
Future Vol, veh/h 203 23 168 218 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 214 24 177 229 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 177 - 0 -
Stage 1 177 - - -
Stage 2 0 - - -
Critical Hdwy 6.43 - - -
Critical Hdwy Stg 1 5.43 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.527 - - -
Pot Cap-1 Maneuver 811 0 - 0
Stage 1 851 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 811 - - -
Mov Cap-2 Maneuver 811 - - -
Stage 1 851 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 11.02 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 811 -
HCM Lane V/C Ratio 0.264 -
HCM Ctrl Dly (s/v) 11 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1.1 -
(Near Term Opening) 262
Section 7, Item 7E
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects 11: HWY 99 SB Off Ramp & Adams Avenue 09/25/2025
Existing PM Plus Project Phase 1 Plus Pending and Approved Projects Baseline Synchro 12 Report

Page 10 ends

NEAR TERM BUILD OUT

SYNCRO REPORTS
264
Section 7, Item 7E
Near Term AM
1: Clovis Avenue & Adams Avenue 09/14/2025
Near Term AM Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 10.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 70 56 16 14 39 13 16 209 39 14 118 68 Future Vol, veh/h 70 56 16 14 39 13 16 209 39 14 118 68 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 78 62 18 16 43 14 18 232 43 16 131 76
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 10.1 9.1 10.9 9.8

HCM LOS B A B A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 6% 49% 21% 7%
Vol Thru, % 79% 39% 59% 59%
Vol Right, % 15% 11% 20% 34%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 264 142 66 200
LT Vol 16 70 14 14
Through Vol 209 56 39 118
RT Vol 39 16 13 68
Lane Flow Rate 293 158 73 222
Geometry Grp 1 1 1 1
Degree of Util (X) 0.39 0.233 0.111 0.294
Departure Headway (Hd) 4.787 5.323 5.46 4.763
Convergence, Y/N Yes Yes Yes Yes
Cap 745 667 661 747
Service Time 2.861 3.417 3.46 2.843
HCM Lane V/C Ratio 0.393 0.237 0.11 0.297
HCM Control Delay, s/veh 10.9 10.1 9.1 9.8
HCM Lane LOS B B A A
HCM 95th-tile Q 1.9 0.9 0.4 1.2
Build Out 265
Section 7, Item 7E
Near Term AM
2: Clovis Avenue & Sumner Avenue 09/14/2025
Near Term AM Baseline Synchro 12 Report

Page 2 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 2 1 0 0 1 45 3 205 0 17 139 4
Future Vol, veh/h 2 1 0 0 1 45 3 205 0 17 139 4
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 2 1 0 0 1 53 4 241 0 20 164 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 455 454 166 452 456 241 168 0 0 241 0 0 Stage 1 206 206 - 248 248 - - - - - - -
Stage 2 249 248 - 204 208 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 514 500 876 516 499 795 1403 - - 1320 - - Stage 1 794 729 - 753 699 - - - - - - -
Stage 2 753 699 - 796 728 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 469 491 876 505 489 795 1403 - - 1320 - - Mov Cap-2 Maneuver 469 491 - 505 489 - - - - - - -
Stage 1 781 717 - 751 697 - - - - - - -
Stage 2 700 697 - 781 716 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 12.62 9.93 0.11 0.83

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 26 - - 476 785 190 - -
HCM Lane V/C Ratio 0.003 - - 0.007 0.069 0.015 - -
HCM Ctrl Dly (s/v) 7.6 0 - 12.6 9.9 7.8 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0 - - 0 0.2 0 - -
Build Out 266
Section 7, Item 7E
Near Term AM
3: Sunnyside Avenue & Sumner Avenue 09/14/2025
Near Term AM Baseline Synchro 12 Report

Page 3 ends

Intersection
Int Delay, s/veh 8.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 35 6 65 13 33 33 17 142 104 11 15
Future Vol, veh/h 0 35 6 65 13 33 33 17 142 104 11 15
Conflicting Peds, #/hr 0 0 0 5 0 5 0 0 5 5 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 36 6 67 13 34 34 18 146 107 11 15
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 52 0 0 47 0 0 194 228 46 202 200 18 Stage 1 - - - - - - 41 41 - 152 152 -
Stage 2 - - - - - - 153 186 - 50 47 -
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 1553 - - 1560 - - 765 672 1023 756 696 1060 Stage 1 - - - - - - 974 861 - 850 771 -
Stage 2 - - - - - - 849 746 - 963 856 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1546 - - 1553 - - 705 636 1014 596 659 1055 Mov Cap-2 Maneuver - - - - - - 705 636 - 596 659 -
Stage 1 - - - - - - 969 857 - 808 733 -
Stage 2 - - - - - - 787 709 - 803 851 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 4.35 10.13 11.99

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 899 1546 - - 1500 - - 601 1055
HCM Lane V/C Ratio 0.22 - - - 0.043 - - 0.197 0.015
HCM Ctrl Dly (s/v) 10.1 0 - - 7.4 0 - 12.4 8.5
HCM Lane LOS B A - - A A - B A
HCM 95th %tile Q(veh) 0.8 0 - - 0.1 - - 0.7 0
Build Out 267
Section 7, Item 7E
Near Term AM
4: Clovis Avenue & South Avenue 09/14/2025
Near Term AM Baseline Synchro 12 Report

Page 4 ends

Intersection
Int Delay, s/veh 5.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 16 29 9 13 21 102 5 100 5 41 76 11
Future Vol, veh/h 16 29 9 13 21 102 5 100 5 41 76 11
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 18 33 10 15 24 117 6 115 6 47 87 13
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 326 320 94 328 324 118 100 0 0 121 0 0 Stage 1 188 188 - 129 129 - - - - - - -
Stage 2 139 132 - 198 194 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 623 593 958 622 591 929 1480 - - 1455 - - Stage 1 809 741 - 870 785 - - - - - - -
Stage 2 860 783 - 799 736 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 502 571 958 558 568 929 1480 - - 1455 - - Mov Cap-2 Maneuver 502 571 - 558 568 - - - - - - -
Stage 1 781 715 - 866 782 - - - - - - -
Stage 2 725 780 - 728 711 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.86 10.59 0.34 2.42

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 81 - - 586 800 562 - -
HCM Lane V/C Ratio 0.004 - - 0.106 0.195 0.032 - -
HCM Ctrl Dly (s/v) 7.4 0 - 11.9 10.6 7.6 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.4 0.7 0.1 - -
Build Out 268
Section 7, Item 7E
Near Term AM
5: Sunnyside Avenue & South Avenue 09/14/2025
Near Term AM Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 5.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 55 14 17 60 9 39 23 40 17 9 29
Future Vol, veh/h 18 55 14 17 60 9 39 23 40 17 9 29
Conflicting Peds, #/hr 0 0 1 4 0 3 1 0 1 3 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 20 63 16 19 68 10 44 26 45 19 10 33
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 81 0 0 82 0 0 220 227 70 234 238 77 Stage 1 - - - - - - 107 107 - 115 115 -
Stage 2 - - - - - - 113 120 - 119 123 -
Critical Hdwy 4.15 - - 4.15 - - 7.15 6.55 6.25 7.15 6.55 6.25 Critical Hdwy Stg 1 - - - - - - 6.15 5.55 - 6.15 5.55 - Critical Hdwy Stg 2 - - - - - - 6.15 5.55 - 6.15 5.55 - Follow-up Hdwy 2.245 - - 2.245 - - 3.545 4.045 3.345 3.545 4.045 3.345 Pot Cap-1 Maneuver 1497 - - 1496 - - 729 667 985 714 658 975 Stage 1 - - - - - - 891 801 - 883 795 -
Stage 2 - - - - - - 885 791 - 878 788 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1493 - - 1490 - - 671 644 978 632 635 972 Mov Cap-2 Maneuver - - - - - - 671 644 - 632 635 -
Stage 1 - - - - - - 875 786 - 868 782 -
Stage 2 - - - - - - 831 778 - 795 774 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.54 1.47 10.16 9.85

HCM LOS B A
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 671 822 444 - - 347 - - 632 863
HCM Lane V/C Ratio 0.066 0.087 0.014 - - 0.013 - - 0.031 0.05 HCM Ctrl Dly (s/v) 10.7 9.8 7.4 0 - 7.4 0 - 10.9 9.4
HCM Lane LOS B A A A - A A - B A
HCM 95th %tile Q(veh) 0.2 0.3 0 - - 0 - - 0.1 0.2
Build Out 269
Section 7, Item 7E
Near Term AM
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/14/2025 Near Term AM Baseline Synchro 12 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 35
Intersection LOS D
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 192 99 27 4 0 377 0 308 39 217 105 0 Future Vol, veh/h 192 99 27 4 0 377 0 308 39 217 105 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 204 105 29 4 0 401 0 328 41 231 112 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 35.5 39.7 41.8 21.6

HCM LOS E E E C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 1% 60% 100% 0%
Vol Thru, % 89% 0% 31% 0% 100%
Vol Right, % 11% 99% 8% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 347 381 318 217 105
LT Vol 0 4 192 217 0
Through Vol 308 0 99 0 105
RT Vol 39 377 27 0 0
Lane Flow Rate 369 405 338 231 112
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.84 0.845 0.781 0.595 0.272
Departure Headway (Hd) 8.191 7.501 8.313 9.279 8.76
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 439 482 433 388 409
Service Time 6.276 5.581 6.401 7.067 6.547
HCM Lane V/C Ratio 0.841 0.84 0.781 0.595 0.274
HCM Control Delay, s/veh 41.8 39.7 35.5 24.9 14.8
HCM Lane LOS E E E C B
HCM 95th-tile Q 8.1 8.5 6.8 3.7 1.1
Build Out 270
Section 7, Item 7E
Near Term AM
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/14/2025 Near Term AM Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 6.6
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 27 1 151 285 589 0 0 290 237
Future Vol, veh/h 0 0 0 27 1 151 285 589 0 0 290 237
Conflicting Peds, #/hr 0 0 0 4 0 4 1 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 29 1 162 306 633 0 0 312 255
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1562 1814 637 568 0 - - - 0
Stage 1 1246 1246 - - - - - - -
Stage 2 316 568 - - - - - - -
Critical Hdwy 6.42 6.52 6.22 4.12 - - - - -
Critical Hdwy Stg 1 5.42 5.52 - - - - - - -
Critical Hdwy Stg 2 5.42 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 2.218 - - - - -
Pot Cap-1 Maneuver 123 78 477 1004 - 0 0 - -
Stage 1 271 245 - - - 0 0 - -
Stage 2 739 507 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 85 0 475 1004 - - - - -
Mov Cap-2 Maneuver 85 0 - - - - - - -
Stage 1 188 0 - - - - - - -
Stage 2 736 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 41.82 3.31 0

HCM LOS E
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 1004 - 281 - -
HCM Lane V/C Ratio 0.305 - 0.686 - -
HCM Ctrl Dly (s/v) 10.1 - 41.8 - -
HCM Lane LOS B - E - -
HCM 95th %tile Q(veh) 1.3 - 4.6 - -
Build Out 271
Section 7, Item 7E
Near Term AM
8: Fresno Street & Fowler Avenue 09/14/2025
Near Term AM Baseline Synchro 12 Report

Page 8 ends

HCM LOS C
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 451 1169 - - -
HCM Lane V/C Ratio 0.26 - - - -
HCM Ctrl Dly (s/v) 15.8 0 - - -
HCM Lane LOS C A - - -
HCM 95th %tile Q(veh) 1 0 - - -
Build Out 272
Section 7, Item 7E
Near Term AM
9: Fowler Avenue & South Avenue 09/14/2025
Near Term AM Baseline Synchro 12 Report

Page 9 ends

Intersection
Int Delay, s/veh 3.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 102 0 39 0 0 2 23 192 0 1 159 40
Future Vol, veh/h 102 0 39 0 0 2 23 192 0 1 159 40
Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 1 0 1
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 113 0 43 0 0 2 26 213 0 1 177 44
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 468 468 200 444 490 215 222 0 0 214 0 0 Stage 1 202 202 - 265 265 - - - - - - -
Stage 2 265 265 - 179 224 - - - - - - -
Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 - - 4.15 - - Critical Hdwy Stg 1 6.15 5.55 - 6.15 5.55 - - - - - - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - - - - - Follow-up Hdwy 3.545 4.045 3.345 3.545 4.045 3.345 2.245 - - 2.245 - - Pot Cap-1 Maneuver 501 489 833 519 475 817 1329 - - 1338 - - Stage 1 793 729 - 733 684 - - - - - - -
Stage 2 733 684 - 816 712 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 487 477 833 480 463 816 1328 - - 1337 - - Mov Cap-2 Maneuver 487 477 - 480 463 - - - - - - -
Stage 1 791 727 - 717 668 - - - - - - -
Stage 2 715 668 - 773 711 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 14.13 9.43 0.83 0.04

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 193 - - 550 816 9 - -
HCM Lane V/C Ratio 0.019 - - 0.285 0.003 0.001 - -
HCM Ctrl Dly (s/v) 7.8 0 - 14.1 9.4 7.7 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0.1 - - 1.2 0 0 - -
Build Out 273
Section 7, Item 7E
Near Term AM
10: Fowler Avenue & HWY 99 SB On Ramp 09/14/2025
Near Term AM Baseline Synchro 12 Report

Page 10 ends

Intersection
Int Delay, s/veh 7.6
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 264 39 131 200 0 0
Future Vol, veh/h 264 39 131 200 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 281 41 139 213 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 139 - 0 -
Stage 1 139 - - -
Stage 2 0 - - -
Critical Hdwy 6.44 - - -
Critical Hdwy Stg 1 5.44 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.536 - - -
Pot Cap-1 Maneuver 849 0 - 0
Stage 1 883 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 849 - - -
Mov Cap-2 Maneuver 849 - - -
Stage 1 883 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 11.32 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 849 -
HCM Lane V/C Ratio 0.331 -
HCM Ctrl Dly (s/v) 11.3 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1.5 -
Build Out 274
Section 7, Item 7E
Near Term AM
11: HWY 99 SB Off Ramp & Adams Avenue 09/14/2025
Near Term AM Baseline Synchro 12 Report

Page 11 ends

HCM LOS A
Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBT
Capacity (veh/h) 773 910 - -
HCM Lane V/C Ratio 0.006 0.157 - -
HCM Ctrl Dly (s/v) 9.7 9.7 - -
HCM Lane LOS A A - -
HCM 95th %tile Q(veh) 0 0.6 - -
Build Out 275
Section 7, Item 7E
Near Term PM
1: Clovis Avenue & Adams Avenue 09/14/2025
Near Term PM Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 13.8
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 62 77 25 16 43 10 24 159 14 47 315 49 Future Vol, veh/h 62 77 25 16 43 10 24 159 14 47 315 49 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 69 86 28 18 48 11 27 177 16 52 350 54
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 11.4 10 11.1 16.6

HCM LOS B A B C
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 12% 38% 23% 11%
Vol Thru, % 81% 47% 62% 77%
Vol Right, % 7% 15% 14% 12%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 197 164 69 411
LT Vol 24 62 16 47
Through Vol 159 77 43 315
RT Vol 14 25 10 49
Lane Flow Rate 219 182 77 457
Geometry Grp 1 1 1 1
Degree of Util (X) 0.328 0.296 0.129 0.639
Departure Headway (Hd) 5.39 5.845 6.054 5.038
Convergence, Y/N Yes Yes Yes Yes
Cap 665 614 590 717
Service Time 3.431 3.892 4.109 3.072
HCM Lane V/C Ratio 0.329 0.296 0.131 0.637
HCM Control Delay, s/veh 11.1 11.4 10 16.6
HCM Lane LOS B B A C
HCM 95th-tile Q 1.4 1.2 0.4 4.6
Build Out 276
Section 7, Item 7E
Near Term PM
2: Clovis Avenue & Sumner Avenue 09/14/2025
Near Term PM Baseline Synchro 12 Report

Page 2 ends

Intersection
Int Delay, s/veh 3.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 6 3 6 7 73 0 111 8 131 215 3
Future Vol, veh/h 2 6 3 6 7 73 0 111 8 131 215 3
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 2 7 3 7 8 79 0 121 9 142 234 3
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 645 649 235 647 647 125 237 0 0 129 0 0 Stage 1 520 520 - 125 125 - - - - - - -
Stage 2 124 129 - 522 522 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 384 387 801 383 389 923 1324 - - 1450 - - Stage 1 537 530 - 877 791 - - - - - - -
Stage 2 877 787 - 536 529 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 305 343 801 332 345 923 1324 - - 1450 - - Mov Cap-2 Maneuver 305 343 - 332 345 - - - - - - -
Stage 1 477 470 - 877 791 - - - - - - -
Stage 2 794 787 - 467 470 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 14.37 10.64 0 2.91

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1324 - - 396 732 674 - -
HCM Lane V/C Ratio - - - 0.03 0.128 0.098 - -
HCM Ctrl Dly (s/v) 0 - - 14.4 10.6 7.8 0 -
HCM Lane LOS A - - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.1 0.4 0.3 - -
Build Out 277
Section 7, Item 7E
Near Term PM
3: Sunnyside Avenue & Sumner Avenue 09/14/2025
Near Term PM Baseline Synchro 12 Report

Page 3 ends

Intersection
Int Delay, s/veh 6.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 31 51 33 114 53 56 22 7 80 44 7 11
Future Vol, veh/h 31 51 33 114 53 56 22 7 80 44 7 11
Conflicting Peds, #/hr 0 0 0 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 33 55 35 123 57 60 24 8 86 47 8 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 118 0 0 91 0 0 428 486 57 429 461 58 Stage 1 - - - - - - 123 123 - 303 303 -
Stage 2 - - - - - - 306 363 - 126 158 -
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 1470 - - 1504 - - 537 481 1009 536 497 1008 Stage 1 - - - - - - 882 794 - 706 663 -
Stage 2 - - - - - - 704 624 - 878 767 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1469 - - 1502 - - 465 428 1008 429 442 1007 Mov Cap-2 Maneuver - - - - - - 465 428 - 429 442 -
Stage 1 - - - - - - 860 775 - 644 605 -
Stage 2 - - - - - - 626 569 - 775 748 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 2.02 3.89 10.58 13.52

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 762 680 - - 1229 - - 430 1007
HCM Lane V/C Ratio 0.154 0.023 - - 0.082 - - 0.127 0.012 HCM Ctrl Dly (s/v) 10.6 7.5 0 - 7.6 0 - 14.6 8.6
HCM Lane LOS B A A - A A - B A
HCM 95th %tile Q(veh) 0.5 0.1 - - 0.3 - - 0.4 0
Build Out 278
Section 7, Item 7E
Near Term PM
4: Clovis Avenue & South Avenue 09/14/2025
Near Term PM Baseline Synchro 12 Report

Page 4 ends

Intersection
Int Delay, s/veh 5.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 44 17 5 12 38 10 60 7 82 132 13
Future Vol, veh/h 22 44 17 5 12 38 10 60 7 82 132 13
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 24 48 18 5 13 41 11 65 8 89 143 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 422 423 151 436 427 69 158 0 0 73 0 0 Stage 1 329 329 - 91 91 - - - - - - -
Stage 2 93 95 - 346 336 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 538 519 891 527 517 988 1410 - - 1514 - - Stage 1 680 643 - 912 816 - - - - - - -
Stage 2 909 813 - 666 638 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 466 482 891 434 480 988 1410 - - 1514 - - Mov Cap-2 Maneuver 466 482 - 434 480 - - - - - - -
Stage 1 636 601 - 904 809 - - - - - - -
Stage 2 850 806 - 561 597 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.24 10.34 0.98 2.72

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 229 - - 527 734 639 - -
HCM Lane V/C Ratio 0.008 - - 0.171 0.081 0.059 - -
HCM Ctrl Dly (s/v) 7.6 0 - 13.2 10.3 7.5 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.6 0.3 0.2 - -
Build Out 279
Section 7, Item 7E
Near Term PM
5: Sunnyside Avenue & South Avenue 09/14/2025
Near Term PM Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 4.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 14 70 37 34 42 15 14 17 21 16 13 5
Future Vol, veh/h 14 70 37 34 42 15 14 17 21 16 13 5
Conflicting Peds, #/hr 0 0 1 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 16 80 43 39 48 17 16 20 24 18 15 6
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 67 0 0 124 0 0 248 258 82 259 292 58 Stage 1 - - - - - - 114 114 - 136 136 -
Stage 2 - - - - - - 134 145 - 123 156 -
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 1535 - - 1463 - - 706 646 977 693 618 1008 Stage 1 - - - - - - 891 801 - 867 784 -
Stage 2 - - - - - - 869 777 - 881 768 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1534 - - 1461 - - 658 620 975 629 593 1007 Mov Cap-2 Maneuver - - - - - - 658 620 - 629 593 -
Stage 1 - - - - - - 880 792 - 842 761 -
Stage 2 - - - - - - 824 755 - 827 759 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.85 2.81 10.1 10.71

HCM LOS B B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 658 776 300 - - 639 - - 629 670
HCM Lane V/C Ratio 0.024 0.056 0.01 - - 0.027 - - 0.029 0.031 HCM Ctrl Dly (s/v) 10.6 9.9 7.4 0 - 7.5 0 - 10.9 10.5
HCM Lane LOS B A A A - A A - B B
HCM 95th %tile Q(veh) 0.1 0.2 0 - - 0.1 - - 0.1 0.1
Build Out 280
Section 7, Item 7E
Near Term PM
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/14/2025 Near Term PM Baseline Synchro 12 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 20.9
Intersection LOS C
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 160 138 87 8 0 233 0 139 52 231 175 0 Future Vol, veh/h 160 138 87 8 0 233 0 139 52 231 175 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 176 152 96 9 0 256 0 153 57 254 192 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 29.6 16 15.9 18

HCM LOS D C C C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 3% 42% 100% 0%
Vol Thru, % 73% 0% 36% 0% 100%
Vol Right, % 27% 97% 23% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 191 241 385 231 175
LT Vol 0 8 160 231 0
Through Vol 139 0 138 0 175
RT Vol 52 233 87 0 0
Lane Flow Rate 210 265 423 254 192
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.43 0.491 0.779 0.559 0.396
Departure Headway (Hd) 7.369 6.67 6.745 7.932 7.419
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 489 543 542 457 487
Service Time 5.399 4.685 4.745 5.647 5.133
HCM Lane V/C Ratio 0.429 0.488 0.78 0.556 0.394
HCM Control Delay, s/veh 15.9 16 29.6 20.3 14.9
HCM Lane LOS C C D C B
HCM 95th-tile Q 2.1 2.7 7.1 3.4 1.9
Build Out 281
Section 7, Item 7E
Near Term PM
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/14/2025 Near Term PM Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 3.9
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 52 3 88 152 377 0 0 358 192
Future Vol, veh/h 0 0 0 52 3 88 152 377 0 0 358 192
Conflicting Peds, #/hr 0 0 0 2 0 2 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 55 3 94 162 401 0 0 381 204
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1107 1310 403 585 0 - - - 0
Stage 1 724 724 - - - - - - -
Stage 2 383 585 - - - - - - -
Critical Hdwy 6.42 6.52 6.22 4.12 - - - - -
Critical Hdwy Stg 1 5.42 5.52 - - - - - - -
Critical Hdwy Stg 2 5.42 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 2.218 - - - - -
Pot Cap-1 Maneuver 232 159 647 990 - 0 0 - -
Stage 1 480 430 - - - 0 0 - -
Stage 2 689 497 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 194 0 646 990 - - - - -
Mov Cap-2 Maneuver 194 0 - - - - - - -
Stage 1 401 0 - - - - - - -
Stage 2 688 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 23.28 2.69 0

HCM LOS C
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 990 - 346 - -
HCM Lane V/C Ratio 0.163 - 0.439 - -
HCM Ctrl Dly (s/v) 9.3 - 23.3 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.6 - 2.2 - -
Build Out 282
Section 7, Item 7E
Near Term PM
8: Fresno Street & Fowler Avenue 09/14/2025
Near Term PM Baseline Synchro 12 Report

Page 8 ends

HCM LOS B
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 446 1093 - - -
HCM Lane V/C Ratio 0.141 0.006 - - -
HCM Ctrl Dly (s/v) 14.4 8.3 - - -
HCM Lane LOS B A - - -
HCM 95th %tile Q(veh) 0.5 0 - - -
Build Out 283
Section 7, Item 7E
Near Term PM
9: Fowler Avenue & South Avenue 09/14/2025
Near Term PM Baseline Synchro 12 Report

Page 9 ends

Intersection
Int Delay, s/veh 3.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 63 0 36 0 0 0 57 148 0 1 161 68
Future Vol, veh/h 63 0 36 0 0 0 57 148 0 1 161 68
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 70 0 40 0 0 0 63 164 0 1 179 76
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 510 510 217 472 548 164 254 0 0 164 0 0 Stage 1 219 219 - 291 291 - - - - - - -
Stage 2 291 291 - 181 257 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 472 465 821 500 443 877 1305 - - 1408 - - Stage 1 781 720 - 715 670 - - - - - - -
Stage 2 715 670 - 818 693 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 447 440 821 450 419 877 1305 - - 1408 - - Mov Cap-2 Maneuver 447 440 - 450 419 - - - - - - -
Stage 1 780 719 - 676 634 - - - - - - -
Stage 2 676 634 - 778 693 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.45 0 2.2 0.03

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 500 - - 535 - 7 - -
HCM Lane V/C Ratio 0.049 - - 0.205 - 0.001 - -
HCM Ctrl Dly (s/v) 7.9 0 - 13.5 0 7.6 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0.2 - - 0.8 - 0 - -
Build Out 284
Section 7, Item 7E
Near Term PM
10: Fowler Avenue & HWY 99 SB On Ramp 09/14/2025
Near Term PM Baseline Synchro 12 Report

Page 10 ends

Intersection
Int Delay, s/veh 6
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 203 26 168 218 0 0
Future Vol, veh/h 203 26 168 218 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 214 27 177 229 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 177 - 0 -
Stage 1 177 - - -
Stage 2 0 - - -
Critical Hdwy 6.43 - - -
Critical Hdwy Stg 1 5.43 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.527 - - -
Pot Cap-1 Maneuver 811 0 - 0
Stage 1 851 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 811 - - -
Mov Cap-2 Maneuver 811 - - -
Stage 1 851 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 11.02 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 811 -
HCM Lane V/C Ratio 0.264 -
HCM Ctrl Dly (s/v) 11 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1.1 -
Build Out 285
Section 7, Item 7E
Near Term PM
11: HWY 99 SB Off Ramp & Adams Avenue 09/14/2025
Near Term PM Baseline Synchro 12 Report

Page 11 ends

Intersection
Int Delay, s/veh 4.9
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 98 0 0 63 6 164
Future Vol, veh/h 98 0 0 63 6 164
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - Yield
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 97 97 97 97 97 97
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 101 0 0 65 6 169
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 166 101
Stage 1 - - - - 101 -
Stage 2 - - - - 65 -
Critical Hdwy - - - - 6.44 6.24
Critical Hdwy Stg 1 - - - - 5.44 -
Critical Hdwy Stg 2 - - - - 5.44 -
Follow-up Hdwy - - - - 3.536 3.336
Pot Cap-1 Maneuver - 0 0 - 820 949
Stage 1 - 0 0 - 918 -
Stage 2 - 0 0 - 953 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 820 949
Mov Cap-2 Maneuver - - - - 820 -
Stage 1 - - - - 918 -
Stage 2 - - - - 953 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 9.61

HCM LOS A
Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBT
Capacity (veh/h) 820 949 - -
HCM Lane V/C Ratio 0.008 0.178 - -
HCM Ctrl Dly (s/v) 9.4 9.6 - -
HCM Lane LOS A A - -
HCM 95th %tile Q(veh) 0 0.6 - -
Build Out 286
Section 7, Item 7E
Near Term AM Build Out Mitigated
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/14/2025 Near Term AM Mitigated Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 12.1
Intersection LOS B
Approach SE NW NE SW
Entry Lanes 0 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 0 192 939 567
Demand Flow Rate, veh/h 0 196 958 578
Vehicles Circulating, veh/h 348 958 0 343
Vehicles Exiting, veh/h 573 0 348 811
Ped Vol Crossing Leg, #/h 1 0 4 4
Ped Cap Adj 1.000 1.000 0.999 0.999
Approach Delay, s/veh 0.0 13.2 11.9 12.1
Approach LOS - B B B
Lane Left Left Left
Designated Moves LTR LT TR
Assumed Moves LTR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
A (Intercept) 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 196 958 578
Cap Entry Lane, veh/h 519 1380 973
Entry HV Adj Factor 0.979 0.981 0.981
Flow Entry, veh/h 192 939 567
Cap Entry, veh/h 509 1352 953
V/C Ratio 0.377 0.695 0.595
Control Delay, s/veh 13.2 11.9 12.1

LOS B B B
95th %tile Queue, veh 2 6 4
287
Section 7, Item 7E
Near Term PM Build Out Mitigated
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/14/2025 Near Term PM Mitigated Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 8.2
Intersection LOS A
Approach SE NW NE SW
Entry Lanes 0 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 0 152 563 585
Demand Flow Rate, veh/h 0 155 574 597
Vehicles Circulating, veh/h 445 574 0 224
Vehicles Exiting, veh/h 376 0 445 505
Ped Vol Crossing Leg, #/h 0 0 2 2
Ped Cap Adj 1.000 1.000 1.000 1.000
Approach Delay, s/veh 0.0 7.0 6.6 10.0
Approach LOS - A A A
Lane Left Left Left
Designated Moves LTR LT TR
Assumed Moves LTR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
A (Intercept) 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 155 574 597
Cap Entry Lane, veh/h 768 1380 1098
Entry HV Adj Factor 0.980 0.981 0.981
Flow Entry, veh/h 152 563 585
Cap Entry, veh/h 753 1353 1076
V/C Ratio 0.202 0.416 0.544
Control Delay, s/veh 7.0 6.6 10.0

LOS A A A
95th %tile Queue, veh 1 2 3
288
Section 7, Item 7E
Near Term AM Build Out Mitigated Signal
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/23/2025 Near Term AM Mitigated Signal Baseline Synchro 12 Report

Page 2 ends

Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 0 0 0 27 1 151 285 589 0 0 290 237 Future Volume (veh/h) 0 0 0 27 1 151 285 589 0 0 290 237 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 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 29 1 162 306 633 0 0 312 255
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 41 1 229 367 1245 0 0 360 294
Arrive On Green 0.17 0.17 0.17 0.21 0.67 0.00 0.00 0.38 0.38 Sat Flow, veh/h 241 8 1347 1781 1870 0 0 952 778
Grp Volume(v), veh/h 192 0 0 306 633 0 0 0 567
Grp Sat Flow(s),veh/h/ln 1597 0 0 1781 1870 0 0 0 1730
Q Serve(g_s), s 6.2 0.0 0.0 9.0 9.4 0.0 0.0 0.0 16.7
Cycle Q Clear(g_c), s 6.2 0.0 0.0 9.0 9.4 0.0 0.0 0.0 16.7 Prop In Lane 0.15 0.84 1.00 0.00 0.00 0.45
Lane Grp Cap(c), veh/h 272 0 0 367 1245 0 0 0 654
V/C Ratio(X) 0.71 0.00 0.00 0.83 0.51 0.00 0.00 0.00 0.87 Avail Cap(c_a), veh/h 596 0 0 503 1550 0 0 0 803
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 0.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 21.5 0.0 0.0 20.9 4.6 0.0 0.0 0.0 15.8 Incr Delay (d2), s/veh 3.3 0.0 0.0 8.5 0.3 0.0 0.0 0.0 8.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 0.0 0.0 4.2 2.0 0.0 0.0 0.0 6.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.8 0.0 0.0 29.4 5.0 0.0 0.0 0.0 24.3 LnGrp LOS C C A C
Approach Vol, veh/h 192 939 567
Approach Delay, s/veh 24.8 12.9 24.3
Approach LOS C B C
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 13.9 41.1 15.8 25.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 45.5 15.5 25.5
Max Q Clear Time (g_c+I1), s 8.2 11.4 11.0 18.7
Green Ext Time (p_c), s 0.9 4.7 0.4 2.1
Intersection Summary
HCM 7th Control Delay, s/veh 18.1
HCM 7th LOS B
289
Section 7, Item 7E
Near Term AM Build Out Mitigated Signal
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/23/2025 Near Term AM Mitigated Signal Baseline Synchro 12 Report

Page 1 ends

Lane Group NWT NEL NET SWT
Lane Group Flow (vph) 192 306 633 567
v/c Ratio 0.55 0.70 0.48 0.80
Control Delay (s/veh) 13.5 32.2 5.4 25.1
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 13.5 32.2 5.4 25.1
Queue Length 50th (ft) 10 102 65 151
Queue Length 95th (ft) 60 #226 163 #349
Internal Link Dist (ft) 1265 212 207
Turn Bay Length (ft) 65
Base Capacity (vph) 677 479 1482 812
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.28 0.64 0.43 0.70
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
290
Section 7, Item 7E
Near Term PM Build Out Mitigated Signal
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/23/2025 Near Term PM Mitigated Signal Baseline Synchro 12 Report

Page 2 ends

Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 0 0 0 52 3 88 152 377 0 0 358 192 Future Volume (veh/h) 0 0 0 52 3 88 152 377 0 0 358 192 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 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 55 3 94 162 401 0 0 381 204
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2
Cap, veh/h 91 5 156 209 1181 0 0 466 249
Arrive On Green 0.15 0.15 0.15 0.12 0.63 0.00 0.00 0.41 0.41 Sat Flow, veh/h 597 33 1020 1781 1870 0 0 1146 614
Grp Volume(v), veh/h 152 0 0 162 401 0 0 0 585
Grp Sat Flow(s),veh/h/ln 1649 0 0 1781 1870 0 0 0 1760
Q Serve(g_s), s 3.6 0.0 0.0 3.7 4.2 0.0 0.0 0.0 12.3
Cycle Q Clear(g_c), s 3.6 0.0 0.0 3.7 4.2 0.0 0.0 0.0 12.3 Prop In Lane 0.36 0.62 1.00 0.00 0.00 0.35
Lane Grp Cap(c), veh/h 252 0 0 209 1181 0 0 0 715
V/C Ratio(X) 0.60 0.00 0.00 0.77 0.34 0.00 0.00 0.00 0.82 Avail Cap(c_a), veh/h 770 0 0 363 1635 0 0 0 990
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 0.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 16.5 0.0 0.0 17.9 3.6 0.0 0.0 0.0 11.0 Incr Delay (d2), s/veh 2.3 0.0 0.0 6.0 0.2 0.0 0.0 0.0 3.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.0 0.0 1.6 0.6 0.0 0.0 0.0 4.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.8 0.0 0.0 23.9 3.8 0.0 0.0 0.0 14.9 LnGrp LOS B C A B
Approach Vol, veh/h 152 563 585
Approach Delay, s/veh 18.8 9.6 14.9
Approach LOS B A B
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 10.9 30.9 9.4 21.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 36.5 8.5 23.5
Max Q Clear Time (g_c+I1), s 5.6 6.2 5.7 14.3
Green Ext Time (p_c), s 0.7 2.5 0.1 2.6
Intersection Summary
HCM 7th Control Delay, s/veh 13.1
HCM 7th LOS B
291
Section 7, Item 7E
Near Term PM Build Out Mitigated Signal
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/23/2025 Near Term PM Mitigated Signal Baseline Synchro 12 Report

Page 1 ends

Lane Group NWT NEL NET SWT
Lane Group Flow (vph) 152 162 401 585
v/c Ratio 0.43 0.51 0.34 0.73
Control Delay (s/veh) 13.7 28.9 4.9 19.0
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 13.7 28.9 4.9 19.0
Queue Length 50th (ft) 17 47 37 127
Queue Length 95th (ft) 58 #121 89 #310
Internal Link Dist (ft) 168 212 215
Turn Bay Length (ft) 65
Base Capacity (vph) 771 335 1411 951
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 0.20 0.48 0.28 0.62
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
292
Section 7, Item 7E
YEAR 2046 NO PROJECT

SYNCRO REPORTS
293
Section 7, Item 7E
2046 No Project AM
1: Clovis Avenue & Adams Avenue 09/22/2025
2046 No Project AM Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 10.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 82 66 18 14 46 13 16 171 45 16 120 80 Future Vol, veh/h 82 66 18 14 46 13 16 171 45 16 120 80 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 89 72 20 15 50 14 17 186 49 17 130 87
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 10.3 9.2 10.5 10

HCM LOS B A B A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 7% 49% 19% 7%
Vol Thru, % 74% 40% 63% 56%
Vol Right, % 19% 11% 18% 37%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 232 166 73 216
LT Vol 16 82 14 16
Through Vol 171 66 46 120
RT Vol 45 18 13 80
Lane Flow Rate 252 180 79 235
Geometry Grp 1 1 1 1
Degree of Util (X) 0.34 0.264 0.12 0.311
Departure Headway (Hd) 4.85 5.273 5.441 4.773
Convergence, Y/N Yes Yes Yes Yes
Cap 734 673 663 744
Service Time 2.934 3.369 3.441 2.857
HCM Lane V/C Ratio 0.343 0.267 0.119 0.316
HCM Control Delay, s/veh 10.5 10.3 9.2 10
HCM Lane LOS B B A A
HCM 95th-tile Q 1.5 1.1 0.4 1.3
294
Section 7, Item 7E
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Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 0 0 0 0 0 4 214 0 6 155 5
Future Vol, veh/h 3 0 0 0 0 0 4 214 0 6 155 5
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 3 0 0 0 0 0 4 233 0 7 168 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 426 426 171 423 428 233 174 0 0 233 0 0 Stage 1 184 184 - 241 241 - - - - - - -
Stage 2 241 241 - 182 187 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 537 519 870 540 517 804 1397 - - 1329 - - Stage 1 815 745 - 760 704 - - - - - - -
Stage 2 760 704 - 818 743 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 533 515 870 535 513 804 1397 - - 1329 - - Mov Cap-2 Maneuver 533 515 - 535 513 - - - - - - -
Stage 1 811 741 - 757 702 - - - - - - -
Stage 2 757 702 - 813 739 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 11.8 0 0.14 0.28

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 33 - - 533 - 65 - -
HCM Lane V/C Ratio 0.003 - - 0.006 - 0.005 - -
HCM Ctrl Dly (s/v) 7.6 0 - 11.8 0 7.7 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0 - - 0 - 0 - -
295
Section 7, Item 7E
2046 No Project AM
3: Sunnyside Avenue & Sumner Avenue 09/22/2025
2046 No Project AM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 8.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 26 4 49 12 39 10 20 109 121 13 18
Future Vol, veh/h 0 26 4 49 12 39 10 20 109 121 13 18
Conflicting Peds, #/hr 0 0 0 5 0 5 0 0 5 5 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 28 4 53 13 42 11 22 118 132 14 20
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 60 0 0 38 0 0 160 200 38 169 162 18 Stage 1 - - - - - - 33 33 - 125 125 -
Stage 2 - - - - - - 127 167 - 44 38 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1537 - - 1566 - - 803 694 1031 793 728 1058 Stage 1 - - - - - - 980 865 - 877 791 -
Stage 2 - - - - - - 875 758 - 967 862 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1529 - - 1559 - - 742 663 1021 648 696 1053 Mov Cap-2 Maneuver - - - - - - 742 663 - 648 696 -
Stage 1 - - - - - - 976 861 - 842 759 -
Stage 2 - - - - - - 813 728 - 830 858 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 3.62 9.66 11.67

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 924 1529 - - 1446 - - 653 1053
HCM Lane V/C Ratio 0.163 - - - 0.034 - - 0.223 0.019
HCM Ctrl Dly (s/v) 9.7 0 - - 7.4 0 - 12.1 8.5
HCM Lane LOS A A - - A A - B A
HCM 95th %tile Q(veh) 0.6 0 - - 0.1 - - 0.9 0.1
296
Section 7, Item 7E
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4: Clovis Avenue & South Avenue 09/22/2025
2046 No Project AM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 5.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 19 32 11 9 20 95 6 117 5 41 89 13
Future Vol, veh/h 19 32 11 9 20 95 6 117 5 41 89 13
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 21 35 12 10 22 103 7 127 5 45 97 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 344 339 104 346 343 130 111 0 0 133 0 0 Stage 1 193 193 - 143 143 - - - - - - -
Stage 2 151 146 - 203 200 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 606 579 945 604 576 914 1467 - - 1440 - - Stage 1 804 737 - 855 775 - - - - - - -
Stage 2 847 773 - 794 732 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 498 558 945 540 555 914 1467 - - 1440 - - Mov Cap-2 Maneuver 498 558 - 540 555 - - - - - - -
Stage 1 778 713 - 851 771 - - - - - - -
Stage 2 726 769 - 721 708 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 12.04 10.48 0.35 2.17

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 84 - - 579 792 503 - -
HCM Lane V/C Ratio 0.004 - - 0.116 0.17 0.031 - -
HCM Ctrl Dly (s/v) 7.5 0 - 12 10.5 7.6 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.4 0.6 0.1 - -
297
Section 7, Item 7E
2046 No Project AM
5: Sunnyside Avenue & South Avenue 09/22/2025
2046 No Project AM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 5.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 19 41 17 19 63 9 46 27 46 11 11 26
Future Vol, veh/h 19 41 17 19 63 9 46 27 46 11 11 26
Conflicting Peds, #/hr 0 0 1 4 0 3 1 0 1 3 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 21 45 18 21 68 10 50 29 50 12 12 28
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 81 0 0 67 0 0 207 212 52 221 226 77 Stage 1 - - - - - - 90 90 - 118 118 -
Stage 2 - - - - - - 117 123 - 104 108 -
Critical Hdwy 4.15 - - 4.15 - - 7.15 6.55 6.25 7.15 6.55 6.25 Critical Hdwy Stg 1 - - - - - - 6.15 5.55 - 6.15 5.55 - Critical Hdwy Stg 2 - - - - - - 6.15 5.55 - 6.15 5.55 - Follow-up Hdwy 2.245 - - 2.245 - - 3.545 4.045 3.345 3.545 4.045 3.345 Pot Cap-1 Maneuver 1497 - - 1516 - - 745 680 1008 728 668 975 Stage 1 - - - - - - 910 815 - 880 792 -
Stage 2 - - - - - - 881 789 - 895 800 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1493 - - 1510 - - 686 656 1001 639 645 971 Mov Cap-2 Maneuver - - - - - - 686 656 - 639 645 -
Stage 1 - - - - - - 894 800 - 865 779 -
Stage 2 - - - - - - 829 775 - 805 785 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.84 1.55 10.1 9.77

HCM LOS B A
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 686 838 570 - - 367 - - 639 844
HCM Lane V/C Ratio 0.073 0.095 0.014 - - 0.014 - - 0.019 0.048 HCM Ctrl Dly (s/v) 10.7 9.7 7.4 0 - 7.4 0 - 10.7 9.5
HCM Lane LOS B A A A - A A - B A
HCM 95th %tile Q(veh) 0.2 0.3 0 - - 0 - - 0.1 0.1
298
Section 7, Item 7E
2046 No Project AM
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/22/2025 2046 No Project AM Baseline Synchro 12 Report

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Intersection
Intersection Delay, s/veh 65.9
Intersection LOS F
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 220 111 18 5 0 423 0 297 41 248 107 0 Future Vol, veh/h 220 111 18 5 0 423 0 297 41 248 107 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 239 121 20 5 0 460 0 323 45 270 116 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 65.9 99.1 59.8 31.5

HCM LOS F F F D
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 1% 63% 100% 0%
Vol Thru, % 88% 0% 32% 0% 100%
Vol Right, % 12% 99% 5% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 338 428 349 248 107
LT Vol 0 5 220 248 0
Through Vol 297 0 111 0 107
RT Vol 41 423 18 0 0
Lane Flow Rate 367 465 379 270 116
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.92 1.09 0.95 0.742 0.304
Departure Headway (Hd) 9.525 8.433 9.476 10.408 9.885
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 382 433 387 350 366
Service Time 7.525 6.433 7.476 8.108 7.585
HCM Lane V/C Ratio 0.961 1.074 0.979 0.771 0.317
HCM Control Delay, s/veh 59.8 99.1 65.9 37.8 16.8
HCM Lane LOS F F F E C
HCM 95th-tile Q 9.7 15.8 10.5 5.7 1.3
299
Section 7, Item 7E
2046 No Project AM
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/22/2025 2046 No Project AM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 8.9
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 24 2 175 282 655 0 0 326 264
Future Vol, veh/h 0 0 0 24 2 175 282 655 0 0 326 264
Conflicting Peds, #/hr 0 0 0 4 0 4 1 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 0 0 26 2 190 307 712 0 0 354 287
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1683 1967 716 642 0 - - - 0
Stage 1 1325 1325 - - - - - - -
Stage 2 358 642 - - - - - - -
Critical Hdwy 6.43 6.53 6.23 4.13 - - - - -
Critical Hdwy Stg 1 5.43 5.53 - - - - - - -
Critical Hdwy Stg 2 5.43 5.53 - - - - - - -
Follow-up Hdwy 3.527 4.027 3.327 2.227 - - - - -
Pot Cap-1 Maneuver 103 62 428 938 - 0 0 - -
Stage 1 247 224 - - - 0 0 - -
Stage 2 705 467 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 69 0 427 938 - - - - -
Mov Cap-2 Maneuver 69 0 - - - - - - -
Stage 1 166 0 - - - - - - -
Stage 2 702 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 61.79 3.22 0

HCM LOS F
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 938 - 263 - -
HCM Lane V/C Ratio 0.327 - 0.831 - -
HCM Ctrl Dly (s/v) 10.7 - 61.8 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q(veh) 1.4 - 6.7 - -
300
Section 7, Item 7E
2046 No Project AM
8: Fresno Street & Fowler Avenue 09/22/2025
2046 No Project AM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 2.9
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Vol, veh/h 354 50 0 298 114 14
Future Vol, veh/h 354 50 0 298 114 14
Conflicting Peds, #/hr 0 1 1 0 1 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 70 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 385 54 0 324 124 15
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 440 0 738 414
Stage 1 - - - - 413 -
Stage 2 - - - - 325 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1114 - 384 636
Stage 1 - - - - 666 -
Stage 2 - - - - 730 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1113 - 383 635
Mov Cap-2 Maneuver - - - - 383 -
Stage 1 - - - - 665 -
Stage 2 - - - - 729 -
Approach SE NW NE
HCM Ctrl Dly, s/v 0 0 18.7

HCM LOS C
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 400 1113 - - -
HCM Lane V/C Ratio 0.347 - - - -
HCM Ctrl Dly (s/v) 18.7 0 - - -
HCM Lane LOS C A - - -
HCM 95th %tile Q(veh) 1.5 0 - - -
301
Section 7, Item 7E
2046 No Project AM
9: Fowler Avenue & South Avenue 09/22/2025
2046 No Project AM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 3.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 97 0 34 0 0 3 24 224 0 2 185 40
Future Vol, veh/h 97 0 34 0 0 3 24 224 0 2 185 40
Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 1 0 1
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 105 0 37 0 0 3 26 243 0 2 201 43
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 525 525 224 502 547 245 246 0 0 244 0 0 Stage 1 228 228 - 297 297 - - - - - - -
Stage 2 297 297 - 205 250 - - - - - - -
Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 - - 4.15 - - Critical Hdwy Stg 1 6.15 5.55 - 6.15 5.55 - - - - - - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - - - - - Follow-up Hdwy 3.545 4.045 3.345 3.545 4.045 3.345 2.245 - - 2.245 - - Pot Cap-1 Maneuver 459 453 808 475 441 786 1303 - - 1304 - - Stage 1 768 710 - 705 662 - - - - - - -
Stage 2 705 662 - 790 694 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 444 441 807 441 429 784 1302 - - 1303 - - Mov Cap-2 Maneuver 444 441 - 441 429 - - - - - - -
Stage 1 766 708 - 688 646 - - - - - - -
Stage 2 686 646 - 752 692 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 14.96 9.61 0.76 0.07

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 174 - - 503 784 15 - -
HCM Lane V/C Ratio 0.02 - - 0.283 0.004 0.002 - -
HCM Ctrl Dly (s/v) 7.8 0 - 15 9.6 7.8 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0.1 - - 1.2 0 0 - -
302
Section 7, Item 7E
2046 No Project AM
10: Fowler Avenue & HWY 99 SB On Ramp 09/22/2025
2046 No Project AM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 8
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 292 39 146 226 0 0
Future Vol, veh/h 292 39 146 226 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 317 42 159 246 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 159 - 0 -
Stage 1 159 - - -
Stage 2 0 - - -
Critical Hdwy 6.44 - - -
Critical Hdwy Stg 1 5.44 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.536 - - -
Pot Cap-1 Maneuver 828 0 - 0
Stage 1 865 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 828 - - -
Mov Cap-2 Maneuver 828 - - -
Stage 1 865 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 12.03 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 828 -
HCM Lane V/C Ratio 0.383 -
HCM Ctrl Dly (s/v) 12 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1.8 -
303
Section 7, Item 7E
2046 No Project AM
11: HWY 99 SB Off Ramp & Adams Avenue 09/22/2025
2046 No Project AM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 4.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 128 0 0 78 3 145
Future Vol, veh/h 128 0 0 78 3 145
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - Yield
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 10 10 10 10 10 10
Mvmt Flow 139 0 0 85 3 158
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 224 139
Stage 1 - - - - 139 -
Stage 2 - - - - 85 -
Critical Hdwy - - - - 6.5 6.3
Critical Hdwy Stg 1 - - - - 5.5 -
Critical Hdwy Stg 2 - - - - 5.5 -
Follow-up Hdwy - - - - 3.59 3.39
Pot Cap-1 Maneuver - 0 0 - 747 888
Stage 1 - 0 0 - 868 -
Stage 2 - 0 0 - 919 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 747 888
Mov Cap-2 Maneuver - - - - 747 -
Stage 1 - - - - 868 -
Stage 2 - - - - 919 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 9.92

HCM LOS A
Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBT
Capacity (veh/h) 747 888 - -
HCM Lane V/C Ratio 0.004 0.177 - -
HCM Ctrl Dly (s/v) 9.8 9.9 - -
HCM Lane LOS A A - -
HCM 95th %tile Q(veh) 0 0.6 - -
304
Section 7, Item 7E
2046 No Project PM
1: Clovis Avenue & Adams Avenue 09/22/2025
2046 No Project PM Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 13.4
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 73 90 27 12 50 11 26 131 13 53 299 57 Future Vol, veh/h 73 90 27 12 50 11 26 131 13 53 299 57 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 79 98 29 13 54 12 28 142 14 58 325 62
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 11.6 9.9 10.6 16.1

HCM LOS B A B C
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 15% 38% 16% 13%
Vol Thru, % 77% 47% 68% 73%
Vol Right, % 8% 14% 15% 14%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 170 190 73 409
LT Vol 26 73 12 53
Through Vol 131 90 50 299
RT Vol 13 27 11 57
Lane Flow Rate 185 207 79 445
Geometry Grp 1 1 1 1
Degree of Util (X) 0.28 0.33 0.132 0.624
Departure Headway (Hd) 5.457 5.753 5.969 5.054
Convergence, Y/N Yes Yes Yes Yes
Cap 658 624 599 716
Service Time 3.5 3.796 4.022 3.087
HCM Lane V/C Ratio 0.281 0.332 0.132 0.622
HCM Control Delay, s/veh 10.6 11.6 9.9 16.1
HCM Lane LOS B B A C
HCM 95th-tile Q 1.1 1.4 0.5 4.4
305
Section 7, Item 7E
2046 No Project PM
2: Clovis Avenue & Sumner Avenue 09/22/2025
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Intersection
Int Delay, s/veh 3.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 5 2 7 7 52 0 114 10 100 225 4
Future Vol, veh/h 3 5 2 7 7 52 0 114 10 100 225 4
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 3 5 2 8 8 57 0 124 11 109 245 4
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 592 599 247 594 596 129 249 0 0 135 0 0 Stage 1 464 464 - 129 129 - - - - - - -
Stage 2 128 135 - 465 466 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 417 414 790 415 416 918 1311 - - 1443 - - Stage 1 576 562 - 872 787 - - - - - - -
Stage 2 874 783 - 576 561 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 350 378 790 373 379 918 1311 - - 1443 - - Mov Cap-2 Maneuver 350 378 - 373 379 - - - - - - -
Stage 1 526 513 - 872 787 - - - - - - -
Stage 2 812 783 - 519 512 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 14 10.7 0 2.34

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1311 - - 411 703 545 - -
HCM Lane V/C Ratio - - - 0.026 0.102 0.075 - -
HCM Ctrl Dly (s/v) 0 - - 14 10.7 7.7 0 -
HCM Lane LOS A - - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0.2 - -
306
Section 7, Item 7E
2046 No Project PM
3: Sunnyside Avenue & Sumner Avenue 09/22/2025
2046 No Project PM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 5.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 37 37 31 59 46 66 9 9 56 52 9 13
Future Vol, veh/h 37 37 31 59 46 66 9 9 56 52 9 13
Conflicting Peds, #/hr 0 0 0 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 40 40 34 64 50 72 10 10 61 57 10 14
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 123 0 0 75 0 0 305 373 42 306 335 51 Stage 1 - - - - - - 122 122 - 179 179 -
Stage 2 - - - - - - 183 251 - 127 155 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1458 - - 1518 - - 646 556 1026 645 584 1014 Stage 1 - - - - - - 880 793 - 820 749 -
Stage 2 - - - - - - 816 697 - 875 767 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1457 - - 1517 - - 579 514 1024 551 540 1013 Mov Cap-2 Maneuver - - - - - - 579 514 - 551 540 -
Stage 1 - - - - - - 854 770 - 782 714 -
Stage 2 - - - - - - 758 665 - 788 744 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 2.66 2.58 9.72 11.78

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 843 900 - - 1011 - - 549 1013
HCM Lane V/C Ratio 0.095 0.028 - - 0.042 - - 0.121 0.014 HCM Ctrl Dly (s/v) 9.7 7.5 0 - 7.5 0 - 12.5 8.6
HCM Lane LOS A A A - A A - B A
HCM 95th %tile Q(veh) 0.3 0.1 - - 0.1 - - 0.4 0
307
Section 7, Item 7E
2046 No Project PM
4: Clovis Avenue & South Avenue 09/22/2025
2046 No Project PM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 26 47 20 2 11 30 12 70 2 68 154 16
Future Vol, veh/h 26 47 20 2 11 30 12 70 2 68 154 16
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 28 51 22 2 12 33 13 76 2 74 167 17
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 432 428 176 444 436 77 185 0 0 78 0 0 Stage 1 324 324 - 103 103 - - - - - - -
Stage 2 108 104 - 341 333 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 530 516 862 521 511 978 1378 - - 1507 - - Stage 1 684 646 - 898 806 - - - - - - -
Stage 2 892 805 - 670 640 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 469 483 862 428 478 978 1378 - - 1507 - - Mov Cap-2 Maneuver 469 483 - 428 478 - - - - - - -
Stage 1 647 611 - 889 798 - - - - - - -
Stage 2 841 797 - 566 605 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.42 10.22 1.09 2.15

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 256 - - 528 737 505 - -
HCM Lane V/C Ratio 0.009 - - 0.191 0.063 0.049 - -
HCM Ctrl Dly (s/v) 7.6 0 - 13.4 10.2 7.5 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.7 0.2 0.2 - -
308
Section 7, Item 7E
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5: Sunnyside Avenue & South Avenue 09/22/2025
2046 No Project PM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 4.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 67 43 39 24 11 17 20 24 11 16 0
Future Vol, veh/h 9 67 43 39 24 11 17 20 24 11 16 0
Conflicting Peds, #/hr 0 0 1 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 10 73 47 42 26 12 18 22 26 12 17 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 39 0 0 121 0 0 213 217 75 222 258 33 Stage 1 - - - - - - 93 93 - 118 118 -
Stage 2 - - - - - - 120 124 - 104 140 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1564 - - 1461 - - 742 679 984 732 645 1038 Stage 1 - - - - - - 911 816 - 884 796 -
Stage 2 - - - - - - 882 791 - 899 779 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1563 - - 1459 - - 695 653 982 663 620 1037 Mov Cap-2 Maneuver - - - - - - 695 653 - 663 620 -
Stage 1 - - - - - - 904 809 - 857 772 -
Stage 2 - - - - - - 837 767 - 845 773 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.55 3.97 9.94 10.79

HCM LOS A B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 695 799 213 - - 893 - - 663 620
HCM Lane V/C Ratio 0.027 0.06 0.006 - - 0.029 - - 0.018 0.028 HCM Ctrl Dly (s/v) 10.3 9.8 7.3 0 - 7.5 0 - 10.5 11
HCM Lane LOS B A A A - A A - B B
HCM 95th %tile Q(veh) 0.1 0.2 0 - - 0.1 - - 0.1 0.1
309
Section 7, Item 7E
2046 No Project PM
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/22/2025 2046 No Project PM Baseline Synchro 12 Report

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Intersection
Intersection Delay, s/veh 21
Intersection LOS C
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 174 147 43 10 0 261 0 120 59 260 172 0 Future Vol, veh/h 174 147 43 10 0 261 0 120 59 260 172 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 189 160 47 11 0 284 0 130 64 283 187 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 28 17.4 15.5 19.7

HCM LOS D C C C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 4% 48% 100% 0%
Vol Thru, % 67% 0% 40% 0% 100%
Vol Right, % 33% 96% 12% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 179 271 364 260 172
LT Vol 0 10 174 260 0
Through Vol 120 0 147 0 172
RT Vol 59 261 43 0 0
Lane Flow Rate 195 295 396 283 187
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.404 0.545 0.751 0.624 0.381
Departure Headway (Hd) 7.474 6.665 6.948 7.952 7.453
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 483 545 522 455 486
Service Time 5.502 4.677 4.948 5.666 5.153
HCM Lane V/C Ratio 0.404 0.541 0.759 0.622 0.385
HCM Control Delay, s/veh 15.5 17.4 28 23 14.7
HCM Lane LOS C C D C B
HCM 95th-tile Q 1.9 3.2 6.5 4.2 1.8
310
Section 7, Item 7E
2046 No Project PM
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/22/2025 2046 No Project PM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 3.9
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 46 4 100 145 406 0 0 391 217
Future Vol, veh/h 0 0 0 46 4 100 145 406 0 0 391 217
Conflicting Peds, #/hr 0 0 0 2 0 2 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 0 0 50 4 109 158 441 0 0 425 236
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1184 1417 443 661 0 - - - 0
Stage 1 757 757 - - - - - - -
Stage 2 427 661 - - - - - - -
Critical Hdwy 6.43 6.53 6.23 4.13 - - - - -
Critical Hdwy Stg 1 5.43 5.53 - - - - - - -
Critical Hdwy Stg 2 5.43 5.53 - - - - - - -
Follow-up Hdwy 3.527 4.027 3.327 2.227 - - - - -
Pot Cap-1 Maneuver 208 136 612 923 - 0 0 - -
Stage 1 462 414 - - - 0 0 - -
Stage 2 656 458 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 172 0 611 923 - - - - -
Mov Cap-2 Maneuver 172 0 - - - - - - -
Stage 1 383 0 - - - - - - -
Stage 2 655 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 25.06 2.55 0

HCM LOS D
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 923 - 339 - -
HCM Lane V/C Ratio 0.171 - 0.481 - -
HCM Ctrl Dly (s/v) 9.7 - 25.1 - -
HCM Lane LOS A - D - -
HCM 95th %tile Q(veh) 0.6 - 2.5 - -
311
Section 7, Item 7E
2046 No Project PM
8: Fresno Street & Fowler Avenue 09/22/2025
2046 No Project PM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 1.5
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Vol, veh/h 412 64 7 214 57 11
Future Vol, veh/h 412 64 7 214 57 11
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 70 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 448 70 8 233 62 12
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 517 0 730 483
Stage 1 - - - - 483 -
Stage 2 - - - - 248 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1043 - 388 582
Stage 1 - - - - 619 -
Stage 2 - - - - 791 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1043 - 385 582
Mov Cap-2 Maneuver - - - - 385 -
Stage 1 - - - - 619 -
Stage 2 - - - - 785 -
Approach SE NW NE
HCM Ctrl Dly, s/v 0 0.27 15.79

HCM LOS C
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 407 1043 - - -
HCM Lane V/C Ratio 0.182 0.007 - - -
HCM Ctrl Dly (s/v) 15.8 8.5 - - -
HCM Lane LOS C A - - -
HCM 95th %tile Q(veh) 0.7 0 - - -
312
Section 7, Item 7E
2046 No Project PM
9: Fowler Avenue & South Avenue 09/22/2025
2046 No Project PM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 57 0 34 0 0 0 55 172 0 2 188 57
Future Vol, veh/h 57 0 34 0 0 0 55 172 0 2 188 57
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 62 0 37 0 0 0 60 187 0 2 204 62
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 546 546 235 515 577 187 266 0 0 187 0 0 Stage 1 240 240 - 307 307 - - - - - - -
Stage 2 307 307 - 209 271 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 447 444 801 469 426 853 1292 - - 1381 - - Stage 1 761 705 - 701 659 - - - - - - -
Stage 2 701 659 - 791 684 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 423 420 801 423 403 853 1292 - - 1381 - - Mov Cap-2 Maneuver 423 420 - 423 403 - - - - - - -
Stage 1 760 704 - 665 625 - - - - - - -
Stage 2 665 625 - 753 682 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.68 0 1.92 0.06

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 436 - - 514 - 14 - -
HCM Lane V/C Ratio 0.046 - - 0.193 - 0.002 - -
HCM Ctrl Dly (s/v) 7.9 0 - 13.7 0 7.6 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0.1 - - 0.7 - 0 - -
313
Section 7, Item 7E
2046 No Project PM
10: Fowler Avenue & HWY 99 SB On Ramp 09/22/2025
2046 No Project PM Baseline Synchro 12 Report

Page 10 ends

Intersection
Int Delay, s/veh 6.4
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 226 25 192 232 0 0
Future Vol, veh/h 226 25 192 232 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 246 27 209 252 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 209 - 0 -
Stage 1 209 - - -
Stage 2 0 - - -
Critical Hdwy 6.43 - - -
Critical Hdwy Stg 1 5.43 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.527 - - -
Pot Cap-1 Maneuver 777 0 - 0
Stage 1 824 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 777 - - -
Mov Cap-2 Maneuver 777 - - -
Stage 1 824 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 11.76 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 777 -
HCM Lane V/C Ratio 0.316 -
HCM Ctrl Dly (s/v) 11.8 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1.4 -
314
Section 7, Item 7E
2046 No Project PM
11: HWY 99 SB Off Ramp & Adams Avenue 09/22/2025
2046 No Project PM Baseline Synchro 12 Report

Page 11 ends

Intersection
Int Delay, s/veh 5.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 111 0 0 73 2 191
Future Vol, veh/h 111 0 0 73 2 191
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - Yield
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 121 0 0 79 2 208
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 200 121
Stage 1 - - - - 121 -
Stage 2 - - - - 79 -
Critical Hdwy - - - - 6.44 6.24
Critical Hdwy Stg 1 - - - - 5.44 -
Critical Hdwy Stg 2 - - - - 5.44 -
Follow-up Hdwy - - - - 3.536 3.336
Pot Cap-1 Maneuver - 0 0 - 784 925
Stage 1 - 0 0 - 900 -
Stage 2 - 0 0 - 939 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 784 925
Mov Cap-2 Maneuver - - - - 784 -
Stage 1 - - - - 900 -
Stage 2 - - - - 939 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 10.01

HCM LOS B
Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBT
Capacity (veh/h) 784 925 - -
HCM Lane V/C Ratio 0.003 0.224 - -
HCM Ctrl Dly (s/v) 9.6 10 - -
HCM Lane LOS A B - -
HCM 95th %tile Q(veh) 0 0.9 - -
315
Section 7, Item 7E
2046 No Project AM Mitigated
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/23/2025 2046 No Project AM Mitigated Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 11.2
Intersection LOS B
Approach SE NW NE SW
Entry Lanes 1 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 380 465 368 386
Demand Flow Rate, veh/h 392 479 379 397
Vehicles Circulating, veh/h 402 579 649 5
Vehicles Exiting, veh/h 0 449 145 1053
Ped Vol Crossing Leg, #/h 1 4 4 3
Ped Cap Adj 1.000 0.999 0.999 1.000
Approach Delay, s/veh 9.2 15.8 13.6 5.2
Approach LOS A C B A
Lane Left Left Left Left
Designated Moves LTR LR TR LT
Assumed Moves LTR LR TR LT
RT Channelized
Lane Util 1.000 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976 4.976
A (Intercept) 1380 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 392 479 379 397
Cap Entry Lane, veh/h 916 765 712 1373
Entry HV Adj Factor 0.970 0.971 0.972 0.971
Flow Entry, veh/h 380 465 368 386
Cap Entry, veh/h 888 742 691 1333
V/C Ratio 0.428 0.627 0.533 0.289
Control Delay, s/veh 9.2 15.8 13.6 5.2

LOS A C B A
95th %tile Queue, veh 2 4 3 1
316
Section 7, Item 7E
2046 No Project AM Mitigated
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/23/2025 2046 No Project AM Mitigated Baseline Synchro 12 Report

Page 2 ends

Intersection
Intersection Delay, s/veh 14.9
Intersection LOS B
Approach SE NW NE SW
Entry Lanes 0 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 0 218 1019 641
Demand Flow Rate, veh/h 0 225 1049 661
Vehicles Circulating, veh/h 392 1049 0 345
Vehicles Exiting, veh/h 614 0 392 929
Ped Vol Crossing Leg, #/h 1 0 4 4
Ped Cap Adj 1.000 1.000 0.999 0.999
Approach Delay, s/veh 0.0 17.1 14.4 15.0
Approach LOS - C B B
Lane Left Left Left
Designated Moves LTR LT TR
Assumed Moves LTR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
A (Intercept) 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 225 1049 661
Cap Entry Lane, veh/h 473 1380 971
Entry HV Adj Factor 0.969 0.971 0.970
Flow Entry, veh/h 218 1019 641
Cap Entry, veh/h 459 1339 941
V/C Ratio 0.475 0.761 0.681
Control Delay, s/veh 17.1 14.4 15.0

LOS C B B
95th %tile Queue, veh 3 8 6
317
Section 7, Item 7E
2046 No Project PM Mitigated
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/22/2025 2046 No Project PM Mitigated Baseline Synchro 12 Report

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Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Approach SE NW NE SW
Entry Lanes 1 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 396 295 194 470
Demand Flow Rate, veh/h 408 304 200 484
Vehicles Circulating, veh/h 495 329 651 11
Vehicles Exiting, veh/h 0 522 252 622
Ped Vol Crossing Leg, #/h 0 2 2 2
Ped Cap Adj 1.000 1.000 1.000 1.000
Approach Delay, s/veh 11.1 7.0 8.7 6.0
Approach LOS B A A A
Lane Left Left Left Left
Designated Moves LTR LR TR LT
Assumed Moves LTR LR TR LT
RT Channelized
Lane Util 1.000 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976 4.976
A (Intercept) 1380 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 408 304 200 484
Cap Entry Lane, veh/h 833 987 710 1364
Entry HV Adj Factor 0.971 0.970 0.970 0.972
Flow Entry, veh/h 396 295 194 470
Cap Entry, veh/h 809 957 689 1326
V/C Ratio 0.490 0.308 0.282 0.355
Control Delay, s/veh 11.1 7.0 8.7 6.0

LOS B A A A
95th %tile Queue, veh 3 1 1 2
318
Section 7, Item 7E
2046 No Project PM Mitigated
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/22/2025 2046 No Project PM Mitigated Baseline Synchro 12 Report

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Intersection
Intersection Delay, s/veh 9.3
Intersection LOS A
Approach SE NW NE SW
Entry Lanes 0 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 0 163 599 661
Demand Flow Rate, veh/h 0 167 617 681
Vehicles Circulating, veh/h 489 617 0 218
Vehicles Exiting, veh/h 410 0 489 566
Ped Vol Crossing Leg, #/h 0 0 2 2
Ped Cap Adj 1.000 1.000 1.000 1.000
Approach Delay, s/veh 0.0 7.6 7.1 11.7
Approach LOS - A A B
Lane Left Left Left
Designated Moves LTR LT TR
Assumed Moves LTR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
A (Intercept) 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 167 617 681
Cap Entry Lane, veh/h 735 1380 1105
Entry HV Adj Factor 0.975 0.970 0.971
Flow Entry, veh/h 163 599 661
Cap Entry, veh/h 717 1339 1072
V/C Ratio 0.227 0.447 0.617
Control Delay, s/veh 7.6 7.1 11.7

LOS A A B
95th %tile Queue, veh 1 2 4
319
Section 7, Item 7E
CUMULATIVE YEAR 2046 PLUS PROJECT

SYNCRO REPORTS
320
Section 7, Item 7E
2046 Plus Project AM
1: Clovis Avenue & Adams Avenue 09/22/2025
2046 Plus Project AM Baseline Synchro 12 Report

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Intersection
Intersection Delay, s/veh 10.8
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 82 66 18 16 46 13 18 208 46 16 128 80 Future Vol, veh/h 82 66 18 16 46 13 18 208 46 16 128 80 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 89 72 20 17 50 14 20 226 50 17 139 87
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 10.7 9.5 11.5 10.5

HCM LOS B A B B
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 7% 49% 21% 7%
Vol Thru, % 76% 40% 61% 57%
Vol Right, % 17% 11% 17% 36%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 272 166 75 224
LT Vol 18 82 16 16
Through Vol 208 66 46 128
RT Vol 46 18 13 80
Lane Flow Rate 296 180 82 243
Geometry Grp 1 1 1 1
Degree of Util (X) 0.411 0.277 0.127 0.336
Departure Headway (Hd) 5.007 5.52 5.612 4.97
Convergence, Y/N Yes Yes Yes Yes
Cap 721 651 638 726
Service Time 3.015 3.553 3.65 2.98
HCM Lane V/C Ratio 0.411 0.276 0.129 0.335
HCM Control Delay, s/veh 11.5 10.7 9.5 10.5
HCM Lane LOS B B A B
HCM 95th-tile Q 2 1.1 0.4 1.5
321
Section 7, Item 7E
2046 Plus Project AM
2: Clovis Avenue & Sumner Avenue 09/22/2025
2046 Plus Project AM Baseline Synchro 12 Report

Page 2 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 3 0 0 0 0 40 4 214 0 16 155 5
Future Vol, veh/h 3 0 0 0 0 40 4 214 0 16 155 5
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 3 0 0 0 0 43 4 233 0 17 168 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 447 447 171 445 450 233 174 0 0 233 0 0 Stage 1 206 206 - 241 241 - - - - - - -
Stage 2 241 241 - 203 209 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 520 505 870 522 503 804 1397 - - 1329 - - Stage 1 794 729 - 760 704 - - - - - - -
Stage 2 760 704 - 796 727 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 483 496 870 513 494 804 1397 - - 1329 - - Mov Cap-2 Maneuver 483 496 - 513 494 - - - - - - -
Stage 1 782 719 - 757 702 - - - - - - -
Stage 2 716 702 - 785 717 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 12.51 9.73 0.14 0.7

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 33 - - 483 804 163 - -
HCM Lane V/C Ratio 0.003 - - 0.007 0.054 0.013 - -
HCM Ctrl Dly (s/v) 7.6 0 - 12.5 9.7 7.7 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0 - - 0 0.2 0 - -
322
Section 7, Item 7E
2046 Plus Project AM
3: Sunnyside Avenue & Sumner Avenue 09/22/2025
2046 Plus Project AM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 8.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 39 4 66 15 39 29 20 139 121 13 18
Future Vol, veh/h 0 39 4 66 15 39 29 20 139 121 13 18
Conflicting Peds, #/hr 0 0 0 5 0 5 0 0 5 5 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 42 4 72 16 42 32 22 151 132 14 20
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 64 0 0 52 0 0 214 255 52 223 217 21 Stage 1 - - - - - - 47 47 - 165 165 -
Stage 2 - - - - - - 167 207 - 58 52 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1532 - - 1548 - - 740 647 1012 731 680 1053 Stage 1 - - - - - - 964 853 - 835 760 -
Stage 2 - - - - - - 833 729 - 951 850 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1525 - - 1541 - - 674 610 1003 565 641 1048 Mov Cap-2 Maneuver - - - - - - 674 610 - 565 641 -
Stage 1 - - - - - - 959 849 - 791 720 -
Stage 2 - - - - - - 762 690 - 783 846 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 4.1 10.35 12.85

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 877 1525 - - 1467 - - 572 1048
HCM Lane V/C Ratio 0.233 - - - 0.047 - - 0.255 0.019
HCM Ctrl Dly (s/v) 10.4 0 - - 7.5 0 - 13.4 8.5
HCM Lane LOS B A - - A A - B A
HCM 95th %tile Q(veh) 0.9 0 - - 0.1 - - 1 0.1
323
Section 7, Item 7E
2046 Plus Project AM
4: Clovis Avenue & South Avenue 09/22/2025
2046 Plus Project AM Baseline Synchro 12 Report

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Intersection
Int Delay, s/veh 5.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 19 32 11 15 20 95 6 117 6 41 89 13
Future Vol, veh/h 19 32 11 15 20 95 6 117 6 41 89 13
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 21 35 12 16 22 103 7 127 7 45 97 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 344 340 104 347 343 130 111 0 0 134 0 0 Stage 1 193 193 - 143 143 - - - - - - -
Stage 2 151 147 - 203 200 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 606 579 945 604 576 914 1467 - - 1439 - - Stage 1 804 737 - 855 774 - - - - - - -
Stage 2 847 772 - 794 732 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 498 557 945 539 554 914 1467 - - 1439 - - Mov Cap-2 Maneuver 498 557 - 539 554 - - - - - - -
Stage 1 778 713 - 850 771 - - - - - - -
Stage 2 726 768 - 721 708 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 12.05 10.68 0.35 2.17

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 83 - - 578 774 503 - -
HCM Lane V/C Ratio 0.004 - - 0.117 0.182 0.031 - -
HCM Ctrl Dly (s/v) 7.5 0 - 12 10.7 7.6 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.4 0.7 0.1 - -
324
Section 7, Item 7E
2046 Plus Project AM
5: Sunnyside Avenue & South Avenue 09/22/2025
2046 Plus Project AM Baseline Synchro 12 Report

Page 5 ends

Intersection
Int Delay, s/veh 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 41 17 19 63 11 46 27 46 19 11 32
Future Vol, veh/h 20 41 17 19 63 11 46 27 46 19 11 32
Conflicting Peds, #/hr 0 0 1 4 0 3 1 0 1 3 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 22 45 18 21 68 12 50 29 50 21 12 35
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 83 0 0 67 0 0 209 217 52 224 229 78 Stage 1 - - - - - - 92 92 - 119 119 -
Stage 2 - - - - - - 117 125 - 106 111 -
Critical Hdwy 4.15 - - 4.15 - - 7.15 6.55 6.25 7.15 6.55 6.25 Critical Hdwy Stg 1 - - - - - - 6.15 5.55 - 6.15 5.55 - Critical Hdwy Stg 2 - - - - - - 6.15 5.55 - 6.15 5.55 - Follow-up Hdwy 2.245 - - 2.245 - - 3.545 4.045 3.345 3.545 4.045 3.345 Pot Cap-1 Maneuver 1495 - - 1516 - - 742 676 1008 725 665 974 Stage 1 - - - - - - 908 813 - 878 792 -
Stage 2 - - - - - - 881 787 - 893 798 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1490 - - 1510 - - 679 652 1001 635 641 970 Mov Cap-2 Maneuver - - - - - - 679 652 - 635 641 -
Stage 1 - - - - - - 891 798 - 863 778 -
Stage 2 - - - - - - 823 773 - 802 783 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.91 1.52 10.13 9.87

HCM LOS B A
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 679 836 590 - - 357 - - 635 858
HCM Lane V/C Ratio 0.074 0.095 0.015 - - 0.014 - - 0.032 0.054 HCM Ctrl Dly (s/v) 10.7 9.8 7.5 0 - 7.4 0 - 10.9 9.4
HCM Lane LOS B A A A - A A - B A
HCM 95th %tile Q(veh) 0.2 0.3 0 - - 0 - - 0.1 0.2
325
Section 7, Item 7E
2046 Plus Project AM
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/22/2025 2046 Plus Project AM Baseline Synchro 12 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 80.9
Intersection LOS F
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 220 111 26 5 0 423 0 331 45 248 118 0 Future Vol, veh/h 220 111 26 5 0 423 0 331 45 248 118 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 239 121 28 5 0 460 0 360 49 270 128 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 79.7 110.7 93.8 33.9

HCM LOS F F F D
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 1% 62% 100% 0%
Vol Thru, % 88% 0% 31% 0% 100%
Vol Right, % 12% 99% 7% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 376 428 357 248 118
LT Vol 0 5 220 248 0
Through Vol 331 0 111 0 118
RT Vol 45 423 26 0 0
Lane Flow Rate 409 465 388 270 128
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 1.053 1.118 0.999 0.763 0.345
Departure Headway (Hd) 9.783 8.96 9.964 10.871 10.346
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 376 409 369 334 350
Service Time 7.783 6.96 7.964 8.571 8.046
HCM Lane V/C Ratio 1.088 1.137 1.051 0.808 0.366
HCM Control Delay, s/veh 93.8 110.7 79.7 41.3 18.4
HCM Lane LOS F F F E C
HCM 95th-tile Q 13.3 16.3 11.6 6 1.5
326
Section 7, Item 7E
2046 Plus Project AM
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/22/2025 2046 Plus Project AM Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 10.5
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 24 2 175 301 670 0 0 332 264
Future Vol, veh/h 0 0 0 24 2 175 301 670 0 0 332 264
Conflicting Peds, #/hr 0 0 0 4 0 4 1 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 0 0 26 2 190 327 728 0 0 361 287
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1747 2031 732 649 0 - - - 0
Stage 1 1383 1383 - - - - - - -
Stage 2 365 649 - - - - - - -
Critical Hdwy 6.43 6.53 6.23 4.13 - - - - -
Critical Hdwy Stg 1 5.43 5.53 - - - - - - -
Critical Hdwy Stg 2 5.43 5.53 - - - - - - -
Follow-up Hdwy 3.527 4.027 3.327 2.227 - - - - -
Pot Cap-1 Maneuver 94 57 419 932 - 0 0 - -
Stage 1 232 210 - - - 0 0 - -
Stage 2 700 464 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 61 0 418 932 - - - - -
Mov Cap-2 Maneuver 61 0 - - - - - - -
Stage 1 150 0 - - - - - - -
Stage 2 697 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 76.26 3.39 0

HCM LOS F
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 932 - 245 - -
HCM Lane V/C Ratio 0.351 - 0.893 - -
HCM Ctrl Dly (s/v) 10.9 - 76.3 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q(veh) 1.6 - 7.6 - -
327
Section 7, Item 7E
2046 Plus Project AM
8: Fresno Street & Fowler Avenue 09/22/2025
2046 Plus Project AM Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 2.9
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Vol, veh/h 358 50 0 298 114 14
Future Vol, veh/h 358 50 0 298 114 14
Conflicting Peds, #/hr 0 1 1 0 1 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 70 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 389 54 0 324 124 15
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 444 0 742 418
Stage 1 - - - - 417 -
Stage 2 - - - - 325 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1110 - 382 633
Stage 1 - - - - 663 -
Stage 2 - - - - 730 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1109 - 381 631
Mov Cap-2 Maneuver - - - - 381 -
Stage 1 - - - - 662 -
Stage 2 - - - - 729 -
Approach SE NW NE
HCM Ctrl Dly, s/v 0 0 18.82

HCM LOS C
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 398 1109 - - -
HCM Lane V/C Ratio 0.349 - - - -
HCM Ctrl Dly (s/v) 18.8 0 - - -
HCM Lane LOS C A - - -
HCM 95th %tile Q(veh) 1.5 0 - - -
328
Section 7, Item 7E
2046 Plus Project AM
9: Fowler Avenue & South Avenue 09/22/2025
2046 Plus Project AM Baseline Synchro 12 Report

Page 9 ends

Intersection
Int Delay, s/veh 3.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 99 0 40 0 0 3 26 224 0 2 185 40
Future Vol, veh/h 99 0 40 0 0 3 26 224 0 2 185 40
Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 1 0 1
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 5 5 5 5 5 5 5 5 5 5 5 5
Mvmt Flow 108 0 43 0 0 3 28 243 0 2 201 43
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 529 529 224 506 551 245 246 0 0 244 0 0 Stage 1 228 228 - 301 301 - - - - - - -
Stage 2 301 301 - 205 250 - - - - - - -
Critical Hdwy 7.15 6.55 6.25 7.15 6.55 6.25 4.15 - - 4.15 - - Critical Hdwy Stg 1 6.15 5.55 - 6.15 5.55 - - - - - - - Critical Hdwy Stg 2 6.15 5.55 - 6.15 5.55 - - - - - - - Follow-up Hdwy 3.545 4.045 3.345 3.545 4.045 3.345 2.245 - - 2.245 - - Pot Cap-1 Maneuver 456 451 808 472 438 786 1303 - - 1304 - - Stage 1 768 710 - 702 660 - - - - - - -
Stage 2 702 660 - 790 694 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 441 438 807 434 425 784 1302 - - 1303 - - Mov Cap-2 Maneuver 441 438 - 434 425 - - - - - - -
Stage 1 766 708 - 683 642 - - - - - - -
Stage 2 681 642 - 746 692 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 15.09 9.61 0.81 0.07

HCM LOS C A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 187 - - 507 784 15 - -
HCM Lane V/C Ratio 0.022 - - 0.298 0.004 0.002 - -
HCM Ctrl Dly (s/v) 7.8 0 - 15.1 9.6 7.8 0 -
HCM Lane LOS A A - C A A A -
HCM 95th %tile Q(veh) 0.1 - - 1.2 0 0 - -
329
Section 7, Item 7E
2046 Plus Project AM
10: Fowler Avenue & HWY 99 SB On Ramp 09/22/2025
2046 Plus Project AM Baseline Synchro 12 Report

Page 10 ends

Intersection
Int Delay, s/veh 8
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 292 41 150 226 0 0
Future Vol, veh/h 292 41 150 226 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 317 45 163 246 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 163 - 0 -
Stage 1 163 - - -
Stage 2 0 - - -
Critical Hdwy 6.44 - - -
Critical Hdwy Stg 1 5.44 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.536 - - -
Pot Cap-1 Maneuver 823 0 - 0
Stage 1 861 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 823 - - -
Mov Cap-2 Maneuver 823 - - -
Stage 1 861 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 12.09 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 823 -
HCM Lane V/C Ratio 0.386 -
HCM Ctrl Dly (s/v) 12.1 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1.8 -
330
Section 7, Item 7E
2046 Plus Project AM
11: HWY 99 SB Off Ramp & Adams Avenue 09/22/2025
2046 Plus Project AM Baseline Synchro 12 Report

Page 11 ends

Intersection
Int Delay, s/veh 4.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 129 0 0 78 5 145
Future Vol, veh/h 129 0 0 78 5 145
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - Yield
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 10 10 10 10 10 10
Mvmt Flow 140 0 0 85 5 158
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 225 140
Stage 1 - - - - 140 -
Stage 2 - - - - 85 -
Critical Hdwy - - - - 6.5 6.3
Critical Hdwy Stg 1 - - - - 5.5 -
Critical Hdwy Stg 2 - - - - 5.5 -
Follow-up Hdwy - - - - 3.59 3.39
Pot Cap-1 Maneuver - 0 0 - 746 887
Stage 1 - 0 0 - 867 -
Stage 2 - 0 0 - 919 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 746 887
Mov Cap-2 Maneuver - - - - 746 -
Stage 1 - - - - 867 -
Stage 2 - - - - 919 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 9.93

HCM LOS A
Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBT
Capacity (veh/h) 746 887 - -
HCM Lane V/C Ratio 0.007 0.178 - -
HCM Ctrl Dly (s/v) 9.9 9.9 - -
HCM Lane LOS A A - -
HCM 95th %tile Q(veh) 0 0.6 - -
331
Section 7, Item 7E
2046 Plus Project PM
1: Clovis Avenue & Adams Avenue 09/22/2025
2046 Plus Project PM Baseline Synchro 12 Report

Page 1 ends

Intersection
Intersection Delay, s/veh 15.2
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 73 90 28 18 50 11 27 163 16 53 330 57 Future Vol, veh/h 73 90 28 18 50 11 27 163 16 53 330 57 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 79 98 30 20 54 12 29 177 17 58 359 62
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 12.2 10.4 11.6 19

HCM LOS B B B C
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 13% 38% 23% 12%
Vol Thru, % 79% 47% 63% 75%
Vol Right, % 8% 15% 14% 13%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 206 191 79 440
LT Vol 27 73 18 53
Through Vol 163 90 50 330
RT Vol 16 28 11 57
Lane Flow Rate 224 208 86 478
Geometry Grp 1 1 1 1
Degree of Util (X) 0.347 0.345 0.149 0.689
Departure Headway (Hd) 5.581 5.988 6.244 5.184
Convergence, Y/N Yes Yes Yes Yes
Cap 643 598 571 693
Service Time 3.637 4.049 4.319 3.228
HCM Lane V/C Ratio 0.348 0.348 0.151 0.69
HCM Control Delay, s/veh 11.6 12.2 10.4 19
HCM Lane LOS B B B C
HCM 95th-tile Q 1.5 1.5 0.5 5.5
332
Section 7, Item 7E
2046 Plus Project PM
2: Clovis Avenue & Sumner Avenue 09/22/2025
2046 Plus Project PM Baseline Synchro 12 Report

Page 2 ends

Intersection
Int Delay, s/veh 3.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 6 2 7 7 79 0 114 10 139 225 4
Future Vol, veh/h 3 6 2 7 7 79 0 114 10 139 225 4
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 3 7 2 8 8 86 0 124 11 151 245 4
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 677 684 247 679 680 129 249 0 0 135 0 0 Stage 1 549 549 - 129 129 - - - - - - -
Stage 2 128 135 - 550 551 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 366 370 790 364 372 918 1311 - - 1443 - - Stage 1 518 515 - 872 787 - - - - - - -
Stage 2 874 783 - 518 514 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 285 325 790 313 326 918 1311 - - 1443 - - Mov Cap-2 Maneuver 285 325 - 313 326 - - - - - - -
Stage 1 455 452 - 872 787 - - - - - - -
Stage 2 784 783 - 447 451 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 15.68 10.85 0 2.94

HCM LOS C B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1311 - - 349 716 678 - -
HCM Lane V/C Ratio - - - 0.034 0.141 0.105 - -
HCM Ctrl Dly (s/v) 0 - - 15.7 10.9 7.8 0 -
HCM Lane LOS A - - C B A A -
HCM 95th %tile Q(veh) 0 - - 0.1 0.5 0.3 - -
333
Section 7, Item 7E
2046 Plus Project PM
3: Sunnyside Avenue & Sumner Avenue 09/22/2025
2046 Plus Project PM Baseline Synchro 12 Report

Page 3 ends

Intersection
Int Delay, s/veh 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 37 57 31 101 60 66 20 9 75 52 9 13
Future Vol, veh/h 37 57 31 101 60 66 20 9 75 52 9 13
Conflicting Peds, #/hr 0 0 0 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 150 - - 105 - - - - - 105
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 40 62 34 110 65 72 22 10 82 57 10 14
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 138 0 0 97 0 0 433 501 64 434 463 66 Stage 1 - - - - - - 143 143 - 286 286 -
Stage 2 - - - - - - 290 358 - 148 177 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1440 - - 1491 - - 531 471 998 530 495 995 Stage 1 - - - - - - 857 776 - 719 673 -
Stage 2 - - - - - - 716 626 - 852 751 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1438 - - 1489 - - 458 419 996 425 440 994 Mov Cap-2 Maneuver - - - - - - 458 419 - 425 440 -
Stage 1 - - - - - - 831 753 - 661 619 -
Stage 2 - - - - - - 639 575 - 748 728 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 2.24 3.39 10.74 13.87

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 740 709 - - 1129 - - 427 994
HCM Lane V/C Ratio 0.153 0.028 - - 0.074 - - 0.155 0.014 HCM Ctrl Dly (s/v) 10.7 7.6 0 - 7.6 0 - 15 8.7
HCM Lane LOS B A A - A A - B A
HCM 95th %tile Q(veh) 0.5 0.1 - - 0.2 - - 0.5 0
334
Section 7, Item 7E
2046 Plus Project PM
4: Clovis Avenue & South Avenue 09/22/2025
2046 Plus Project PM Baseline Synchro 12 Report

Page 4 ends

Intersection
Int Delay, s/veh 5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 26 47 20 6 11 30 12 70 8 68 154 16
Future Vol, veh/h 26 47 20 6 11 30 12 70 8 68 154 16
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4 4 4 4 4 4 4
Mvmt Flow 28 51 22 7 12 33 13 76 9 74 167 17
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 432 435 176 447 439 80 185 0 0 85 0 0 Stage 1 324 324 - 107 107 - - - - - - -
Stage 2 108 111 - 341 333 - - - - - - -
Critical Hdwy 7.14 6.54 6.24 7.14 6.54 6.24 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.14 5.54 - 6.14 5.54 - - - - - - - Critical Hdwy Stg 2 6.14 5.54 - 6.14 5.54 - - - - - - - Follow-up Hdwy 3.536 4.036 3.336 3.536 4.036 3.336 2.236 - - 2.236 - - Pot Cap-1 Maneuver 530 512 862 518 509 974 1378 - - 1499 - - Stage 1 684 646 - 894 803 - - - - - - -
Stage 2 892 800 - 670 640 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 468 479 862 425 476 974 1378 - - 1499 - - Mov Cap-2 Maneuver 468 479 - 425 476 - - - - - - -
Stage 1 646 611 - 885 795 - - - - - - -
Stage 2 841 792 - 565 605 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.47 10.63 1.02 2.15

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 235 - - 526 691 505 - -
HCM Lane V/C Ratio 0.009 - - 0.192 0.074 0.049 - -
HCM Ctrl Dly (s/v) 7.6 0 - 13.5 10.6 7.5 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q(veh) 0 - - 0.7 0.2 0.2 - -
335
Section 7, Item 7E
2046 Plus Project PM
5: Sunnyside Avenue & South Avenue 09/22/2025
2046 Plus Project PM Baseline Synchro 12 Report

Page 5 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 15 67 43 39 24 17 17 20 24 18 16 4
Future Vol, veh/h 15 67 43 39 24 17 17 20 24 18 16 4
Conflicting Peds, #/hr 0 0 1 1 0 1 0 0 1 1 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - 100 - - - 100 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 16 73 47 42 26 18 18 22 26 20 17 4
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 46 0 0 121 0 0 226 237 75 238 274 36 Stage 1 - - - - - - 106 106 - 121 121 -
Stage 2 - - - - - - 120 130 - 117 153 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1556 - - 1461 - - 727 662 984 714 631 1033 Stage 1 - - - - - - 897 805 - 881 794 -
Stage 2 - - - - - - 882 786 - 885 769 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1554 - - 1459 - - 675 634 982 643 604 1032 Mov Cap-2 Maneuver - - - - - - 675 634 - 643 604 -
Stage 1 - - - - - - 886 795 - 854 769 -
Stage 2 - - - - - - 833 762 - 828 759 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.88 3.68 10.05 10.71

HCM LOS B B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 675 786 329 - - 810 - - 643 659
HCM Lane V/C Ratio 0.027 0.061 0.01 - - 0.029 - - 0.03 0.033 HCM Ctrl Dly (s/v) 10.5 9.9 7.3 0 - 7.5 0 - 10.8 10.6
HCM Lane LOS B A A A - A A - B B
HCM 95th %tile Q(veh) 0.1 0.2 0 - - 0.1 - - 0.1 0.1
336
Section 7, Item 7E
2046 Plus Project PM
6: Merced Street & Fowler Avenue/HWY 99 SB Off Ramp 09/22/2025 2046 Plus Project PM Baseline Synchro 12 Report

Page 6 ends

Intersection
Intersection Delay, s/veh 26.4
Intersection LOS D
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 174 147 78 10 0 261 0 143 61 260 192 0 Future Vol, veh/h 174 147 78 10 0 261 0 143 61 260 192 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 189 160 85 11 0 284 0 155 66 283 209 0
Number of Lanes 0 1 0 0 1 0 0 1 0 1 1 0
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 2 1
Conflicting Approach Left SW NE SE NW
Conflicting Lanes Left 2 1 1 1
Conflicting Approach Right NE SW NW SE
Conflicting Lanes Right 1 2 1 1
HCM Control Delay, s/veh 40.5 19.6 18.2 21.8

HCM LOS E C C C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 4% 44% 100% 0%
Vol Thru, % 70% 0% 37% 0% 100%
Vol Right, % 30% 96% 20% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 204 271 399 260 192
LT Vol 0 10 174 260 0
Through Vol 143 0 147 0 192
RT Vol 61 261 78 0 0
Lane Flow Rate 222 295 434 283 209
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.485 0.581 0.862 0.653 0.452
Departure Headway (Hd) 7.875 7.095 7.159 8.32 7.805
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 457 507 507 432 461
Service Time 5.948 5.159 5.215 6.081 5.565
HCM Lane V/C Ratio 0.486 0.582 0.856 0.655 0.453
HCM Control Delay, s/veh 18.2 19.6 40.5 25.5 16.9
HCM Lane LOS C C E D C
HCM 95th-tile Q 2.6 3.7 9.1 4.5 2.3
337
Section 7, Item 7E
2046 Plus Project PM
7: Merced Street & HWY 99 NB Off Ramp/HWY 99 NB On Ramp 09/22/2025 2046 Plus Project PM Baseline Synchro 12 Report

Page 7 ends

Intersection
Int Delay, s/veh 4.8
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 54 4 100 157 417 0 0 403 217
Future Vol, veh/h 0 0 0 54 4 100 157 417 0 0 403 217
Conflicting Peds, #/hr 0 0 0 2 0 2 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 65 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 0 0 59 4 109 171 453 0 0 438 236
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1235 1468 455 674 0 - - - 0
Stage 1 795 795 - - - - - - -
Stage 2 440 674 - - - - - - -
Critical Hdwy 6.43 6.53 6.23 4.13 - - - - -
Critical Hdwy Stg 1 5.43 5.53 - - - - - - -
Critical Hdwy Stg 2 5.43 5.53 - - - - - - -
Follow-up Hdwy 3.527 4.027 3.327 2.227 - - - - -
Pot Cap-1 Maneuver 194 127 603 912 - 0 0 - -
Stage 1 443 398 - - - 0 0 - -
Stage 2 647 452 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 157 0 602 912 - - - - -
Mov Cap-2 Maneuver 157 0 - - - - - - -
Stage 1 360 0 - - - - - - -
Stage 2 646 0 - - - - - - -
Approach NW NE SW
HCM Ctrl Dly, s/v 31.47 2.69 0

HCM LOS D
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 912 - 302 - -
HCM Lane V/C Ratio 0.187 - 0.568 - -
HCM Ctrl Dly (s/v) 9.9 - 31.5 - -
HCM Lane LOS A - D - -
HCM 95th %tile Q(veh) 0.7 - 3.3 - -
338
Section 7, Item 7E
2046 Plus Project PM
8: Fresno Street & Fowler Avenue 09/22/2025
2046 Plus Project PM Baseline Synchro 12 Report

Page 8 ends

Intersection
Int Delay, s/veh 1.5
Movement SET SER NWL NWT NEL NER
Lane Configurations
Traffic Vol, veh/h 414 64 7 214 57 11
Future Vol, veh/h 414 64 7 214 57 11
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 70 - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 450 70 8 233 62 12
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 520 0 733 485
Stage 1 - - - - 485 -
Stage 2 - - - - 248 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1041 - 387 580
Stage 1 - - - - 617 -
Stage 2 - - - - 791 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1041 - 384 580
Mov Cap-2 Maneuver - - - - 384 -
Stage 1 - - - - 617 -
Stage 2 - - - - 785 -
Approach SE NW NE
HCM Ctrl Dly, s/v 0 0.27 15.83

HCM LOS C
Minor Lane/Major Mvmt NELn1 NWL NWT SET SER
Capacity (veh/h) 406 1041 - - -
HCM Lane V/C Ratio 0.182 0.007 - - -
HCM Ctrl Dly (s/v) 15.8 8.5 - - -
HCM Lane LOS C A - - -
HCM 95th %tile Q(veh) 0.7 0 - - -
339
Section 7, Item 7E
2046 Plus Project PM
9: Fowler Avenue & South Avenue 09/22/2025
2046 Plus Project PM Baseline Synchro 12 Report

Page 9 ends

Intersection
Int Delay, s/veh 3.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 60 0 38 0 0 0 61 172 0 2 188 57
Future Vol, veh/h 60 0 38 0 0 0 61 172 0 2 188 57
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 - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 65 0 41 0 0 0 66 187 0 2 204 62
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 559 559 235 528 590 187 266 0 0 187 0 0 Stage 1 240 240 - 320 320 - - - - - - -
Stage 2 320 320 - 209 271 - - - - - - -
Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 438 436 801 459 419 853 1292 - - 1381 - - Stage 1 761 705 - 690 651 - - - - - - -
Stage 2 690 651 - 791 684 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 412 410 801 410 394 853 1292 - - 1381 - - Mov Cap-2 Maneuver 412 410 - 410 394 - - - - - - -
Stage 1 760 704 - 650 614 - - - - - - -
Stage 2 650 614 - 749 682 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.96 0 2.08 0.06

HCM LOS B A
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 471 - - 508 - 14 - -
HCM Lane V/C Ratio 0.051 - - 0.21 - 0.002 - -
HCM Ctrl Dly (s/v) 7.9 0 - 14 0 7.6 0 -
HCM Lane LOS A A - B A A A -
HCM 95th %tile Q(veh) 0.2 - - 0.8 - 0 - -
340
Section 7, Item 7E
2046 Plus Project PM
10: Fowler Avenue & HWY 99 SB On Ramp 09/22/2025
2046 Plus Project PM Baseline Synchro 12 Report

Page 10 ends

Intersection
Int Delay, s/veh 6.3
Movement NBL NBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 226 28 194 232 0 0
Future Vol, veh/h 226 28 194 232 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - Free - Free - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 246 30 211 252 0 0
Major/Minor Minor1 Major1
Conflicting Flow All 211 - 0 -
Stage 1 211 - - -
Stage 2 0 - - -
Critical Hdwy 6.43 - - -
Critical Hdwy Stg 1 5.43 - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy 3.527 - - -
Pot Cap-1 Maneuver 775 0 - 0
Stage 1 822 0 - 0
Stage 2 - 0 - 0
Platoon blocked, % -
Mov Cap-1 Maneuver 775 - - -
Mov Cap-2 Maneuver 775 - - -
Stage 1 822 - - -
Stage 2 - - - -
Approach NB SE
HCM Ctrl Dly, s/v 11.78 0

HCM LOS B
Minor Lane/Major Mvmt NBLn1 SET
Capacity (veh/h) 775 -
HCM Lane V/C Ratio 0.317 -
HCM Ctrl Dly (s/v) 11.8 -
HCM Lane LOS B -
HCM 95th %tile Q(veh) 1.4 -
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Intersection
Int Delay, s/veh 5.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 114 0 0 74 7 191
Future Vol, veh/h 114 0 0 74 7 191
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - Yield
Storage Length - - - - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 124 0 0 80 8 208
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 204 124
Stage 1 - - - - 124 -
Stage 2 - - - - 80 -
Critical Hdwy - - - - 6.44 6.24
Critical Hdwy Stg 1 - - - - 5.44 -
Critical Hdwy Stg 2 - - - - 5.44 -
Follow-up Hdwy - - - - 3.536 3.336
Pot Cap-1 Maneuver - 0 0 - 780 921
Stage 1 - 0 0 - 897 -
Stage 2 - 0 0 - 938 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 780 921
Mov Cap-2 Maneuver - - - - 780 -
Stage 1 - - - - 897 -
Stage 2 - - - - 938 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 0 10.03

HCM LOS B
Minor Lane/Major Mvmt NBLn1NBLn2 EBT WBT
Capacity (veh/h) 780 921 - -
HCM Lane V/C Ratio 0.01 0.225 - -
HCM Ctrl Dly (s/v) 9.7 10 - -
HCM Lane LOS A B - -
HCM 95th %tile Q(veh) 0 0.9 - -
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Intersection
Intersection Delay, s/veh 12.1
Intersection LOS B
Approach SE NW NE SW
Entry Lanes 1 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 388 465 409 398
Demand Flow Rate, veh/h 400 479 421 410
Vehicles Circulating, veh/h 415 617 649 5
Vehicles Exiting, veh/h 0 453 166 1091
Ped Vol Crossing Leg, #/h 1 4 4 3
Ped Cap Adj 1.000 0.999 0.999 1.000
Approach Delay, s/veh 9.5 17.2 15.4 5.3
Approach LOS A C C A
Lane Left Left Left Left
Designated Moves LTR LR TR LT
Assumed Moves LTR LR TR LT
RT Channelized
Lane Util 1.000 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976 4.976
A (Intercept) 1380 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 400 479 421 410
Cap Entry Lane, veh/h 904 735 712 1373
Entry HV Adj Factor 0.971 0.971 0.972 0.971
Flow Entry, veh/h 388 465 409 398
Cap Entry, veh/h 877 714 691 1333
V/C Ratio 0.443 0.652 0.592 0.299
Control Delay, s/veh 9.5 17.2 15.4 5.3

LOS A C C A
95th %tile Queue, veh 2 5 4 1
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Intersection
Intersection Delay, s/veh 16.2
Intersection LOS C
Approach SE NW NE SW
Entry Lanes 0 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 0 218 1055 648
Demand Flow Rate, veh/h 0 225 1087 668
Vehicles Circulating, veh/h 399 1087 0 366
Vehicles Exiting, veh/h 635 0 399 946
Ped Vol Crossing Leg, #/h 1 0 4 4
Ped Cap Adj 1.000 1.000 0.999 0.999
Approach Delay, s/veh 0.0 18.3 15.8 16.1
Approach LOS - C C C
Lane Left Left Left
Designated Moves LTR LT TR
Assumed Moves LTR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
A (Intercept) 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 225 1087 668
Cap Entry Lane, veh/h 455 1380 950
Entry HV Adj Factor 0.969 0.971 0.970
Flow Entry, veh/h 218 1055 648
Cap Entry, veh/h 441 1339 921
V/C Ratio 0.494 0.788 0.704
Control Delay, s/veh 18.3 15.8 16.1

LOS C C C
95th %tile Queue, veh 3 9 6
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Intersection
Intersection Delay, s/veh 8.8
Intersection LOS A
Approach SE NW NE SW
Entry Lanes 1 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 434 295 221 492
Demand Flow Rate, veh/h 448 304 228 506
Vehicles Circulating, veh/h 517 355 651 11
Vehicles Exiting, veh/h 0 524 314 648
Ped Vol Crossing Leg, #/h 0 2 2 2
Ped Cap Adj 1.000 1.000 1.000 1.000
Approach Delay, s/veh 12.7 7.2 9.3 6.2
Approach LOS B A A A
Lane Left Left Left Left
Designated Moves LTR LR TR LT
Assumed Moves LTR LR TR LT
RT Channelized
Lane Util 1.000 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976 4.976
A (Intercept) 1380 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 448 304 228 506
Cap Entry Lane, veh/h 814 961 710 1364
Entry HV Adj Factor 0.969 0.970 0.971 0.972
Flow Entry, veh/h 434 295 221 492
Cap Entry, veh/h 789 932 689 1326
V/C Ratio 0.550 0.317 0.321 0.371
Control Delay, s/veh 12.7 7.2 9.3 6.2

LOS B A A A
95th %tile Queue, veh 3 1 1 2
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Intersection
Intersection Delay, s/veh 9.9
Intersection LOS A
Approach SE NW NE SW
Entry Lanes 0 1 1 1
Conflicting Circle Lanes 1 1 1 1
Adj Approach Flow, veh/h 0 172 624 674
Demand Flow Rate, veh/h 0 177 643 694
Vehicles Circulating, veh/h 512 643 0 241
Vehicles Exiting, veh/h 423 0 512 579
Ped Vol Crossing Leg, #/h 0 0 2 2
Ped Cap Adj 1.000 1.000 1.000 1.000
Approach Delay, s/veh 0.0 8.1 7.3 12.6
Approach LOS - A A B
Lane Left Left Left
Designated Moves LTR LT TR
Assumed Moves LTR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
A (Intercept) 1380 1380 1380
B (Slope) 1.02e-3 1.02e-3 1.02e-3
Entry Flow, veh/h 177 643 694
Cap Entry Lane, veh/h 716 1380 1079
Entry HV Adj Factor 0.971 0.971 0.971
Flow Entry, veh/h 172 624 674
Cap Entry, veh/h 695 1340 1048
V/C Ratio 0.247 0.466 0.643
Control Delay, s/veh 8.1 7.3 12.6

LOS A A B
95th %tile Queue, veh 1 3 5
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Lane Group SET NWT NET SWT
Lane Group Flow (vph) 380 465 368 386
v/c Ratio 1.00 0.52 0.47 1.01
Control Delay (s/veh) 68.5 4.8 14.3 71.2
Queue Delay 0.0 0.0 0.0 0.0
Total Delay (s/veh) 68.5 4.8 14.3 71.2
Queue Length 50th (ft) 129 13 87 ~136
Queue Length 95th (ft) #295 64 151 #296
Internal Link Dist (ft) 1155 155 358 212
Turn Bay Length (ft)
Base Capacity (vph) 380 888 779 382
Starvation Cap Reductn 0 0 0 0
Spillback Cap Reductn 0 0 0 0
Storage Cap Reductn 0 0 0 0
Reduced v/c Ratio 1.00 0.52 0.47 1.01
Intersection Summary
~ Volume exceeds capacity, queue is theoretically infinite.

Queue shown is maximum after two cycles.
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
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Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 220 111 18 5 0 423 0 297 41 248 107 0 Future Volume (veh/h) 220 111 18 5 0 423 0 297 41 248 107 0 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 1856 1856 1856 1856 1856 1856 0 1856 1856 1856 1856 0 Adj Flow Rate, veh/h 239 121 20 5 0 460 0 323 45 270 116 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 0 3 3 3 3 0
Cap, veh/h 323 148 21 63 5 680 0 679 95 331 123 0
Arrive On Green 0.42 0.42 0.42 0.42 0.00 0.42 0.00 0.43 0.43 0.43 0.43 0.00 Sat Flow, veh/h 532 350 49 5 13 1606 0 1593 222 536 288 0 Grp Volume(v), veh/h 380 0 0 465 0 0 0 0 368 386 0 0
Grp Sat Flow(s),veh/h/ln 931 0 0 1624 0 0 0 0 1814 824 0 0 Q Serve(g_s), s 9.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.8 16.8 0.0 0.0 Cycle Q Clear(g_c), s 24.3 0.0 0.0 14.6 0.0 0.0 0.0 0.0 8.8 25.6 0.0 0.0 Prop In Lane 0.63 0.05 0.01 0.99 0.00 0.12 0.70 0.00
Lane Grp Cap(c), veh/h 492 0 0 748 0 0 0 0 774 454 0 0
V/C Ratio(X) 0.77 0.00 0.00 0.62 0.00 0.00 0.00 0.00 0.48 0.85 0.00 0.00 Avail Cap(c_a), veh/h 492 0 0 748 0 0 0 0 774 454 0 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 17.6 0.0 0.0 14.2 0.0 0.0 0.0 0.0 12.4 21.3 0.0 0.0 Incr Delay (d2), s/veh 7.4 0.0 0.0 1.6 0.0 0.0 0.0 0.0 0.5 14.3 0.0 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 0.0 0.0 4.5 0.0 0.0 0.0 0.0 3.2 6.7 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 25.1 0.0 0.0 15.8 0.0 0.0 0.0 0.0 12.8 35.6 0.0 0.0 LnGrp LOS C B B D
Approach Vol, veh/h 380 465 368 386
Approach Delay, s/veh 25.1 15.8 12.8 35.6
Approach LOS C B B D
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 29.9 30.1 29.9 30.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 25.4 25.6 25.4 25.6
Max Q Clear Time (g_c+I1), s 16.6 10.8 26.3 27.6
Green Ext Time (p_c), s 2.0 1.9 0.0 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 22.1
HCM 7th LOS C
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Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 218 307 712 354 287
v/c Ratio 0.53 0.75 0.61 0.64 0.43
Control Delay (s/veh) 10.1 34.2 8.0 19.7 4.3
Queue Delay 0.0 0.0 0.7 0.0 0.0
Total Delay (s/veh) 10.1 34.2 8.7 19.7 4.3
Queue Length 50th (ft) 6 73 75 74 0
Queue Length 95th (ft) 52 #221 209 161 42
Internal Link Dist (ft) 1265 212 227
Turn Bay Length (ft) 65 100
Base Capacity (vph) 748 410 1359 741 801
Starvation Cap Reductn 0 0 323 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.29 0.75 0.69 0.48 0.36
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.

Queue shown is maximum after two cycles.
349
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Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 0 0 0 24 2 175 282 655 0 0 326 264 Future Volume (veh/h) 0 0 0 24 2 175 282 655 0 0 326 264 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 0.99 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 0 0 1856 1856 Adj Flow Rate, veh/h 26 2 190 307 712 0 0 354 287
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 0 0 3 3
Cap, veh/h 38 3 278 372 1088 0 0 500 424
Arrive On Green 0.20 0.20 0.20 0.21 0.59 0.00 0.00 0.27 0.27 Sat Flow, veh/h 189 15 1379 1767 1856 0 0 1856 1572
Grp Volume(v), veh/h 218 0 0 307 712 0 0 354 287
Grp Sat Flow(s),veh/h/ln 1582 0 0 1767 1856 0 0 1856 1572 Q Serve(g_s), s 5.4 0.0 0.0 7.0 10.9 0.0 0.0 7.3 6.9
Cycle Q Clear(g_c), s 5.4 0.0 0.0 7.0 10.9 0.0 0.0 7.3 6.9 Prop In Lane 0.12 0.87 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 319 0 0 372 1088 0 0 500 424
V/C Ratio(X) 0.68 0.00 0.00 0.82 0.65 0.00 0.00 0.71 0.68 Avail Cap(c_a), veh/h 670 0 0 437 1442 0 0 786 666
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 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 15.7 0.0 0.0 16.0 5.9 0.0 0.0 14.0 13.9 Incr Delay (d2), s/veh 2.6 0.0 0.0 10.7 0.7 0.0 0.0 1.9 1.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 0.0 3.4 2.2 0.0 0.0 2.7 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.3 0.0 0.0 26.7 6.6 0.0 0.0 15.9 15.8 LnGrp LOS B C A B B
Approach Vol, veh/h 218 1019 641
Approach Delay, s/veh 18.3 12.6 15.8
Approach LOS B B B
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 13.1 29.4 13.5 16.0
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 18.0 33.0 10.5 18.0
Max Q Clear Time (g_c+I1), s 7.4 12.9 9.0 9.3
Green Ext Time (p_c), s 0.9 4.8 0.2 2.1
Intersection Summary
HCM 7th Control Delay, s/veh 14.4
HCM 7th LOS B
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APPENDIX E
Fresno COG Models
351
Section 7, Item 7E
0 0
01 0
0 0
1 0
0 0
1 0
0 0
0 2
1 0
0 0
1 0
0 0
0 0
0 0
0 2
0 00
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
00 0
0 17
7 1
0 3
1 00
SR 99 0
SR 90 9
Sumner
Sumner
10 6
Sumner
Sumner
11 6

E SOUTH AVE

E SOUTH AVE
0 0
AdamsAdams
0 1
Adams
Adams
0 1

E SOUTH AVE

E SOUTH AVE
0 0
Sumner
Sumner
0 0
SC
LO
V
IS
AV
E
SC
LO
V
IS
AV
E
00 E SOUTH AVE

E SOUTH AVE
0 3
S
CL
O
V
IS
AV
E
S
CL
O
V
IS
AV
E
31 10
Sumner
Sumner
1031
Adams
Adams
0 1
Cl
ovi
s
Cl
ovi
s
29 10
AdamsAdams
1 0
SS
UNN
Y
SI
DEAV
E
SS
UNN
Y
SI
DEAV
E
61 E SOUTH AVE

E SOUTH AVE
3 0
SS
UNN
Y
SI
DEAV
E
SS
UNN
Y
SI
DEAV
E
00 30

E SOUTH AVEE SOUTH AVE
30 W
FRE
SNO
S
T
W
FRE
SNO
S
T
00 E SOUTH AVE

E SOUTH AVE
3 0
0 0
0 0 1
0 Adams
Adams
1 0
Adams
Adams
1 0
SR 99 0
0 SR 99 0
AdamsAdams
1 0
SR 99 0
SR 90 9
Adams/99 0
SR 90 9
Fowler/99 0 SR 90 9
Sumner
Sumner
10 6
Fowler/99 0
SR 90 9
SR 99 0
0 Adams
Adams
0 0
Adams/99 0
Adams
0 Adams
Adams
0 0
0 0
00 0
0 Golden Sta 0
Golden Sta 0
0 0
Golden Sta 0
Golden Sta 0
3 0
W FRESNO ST W FRESNO ST 00

E SOUTH AVE

E SOUTH AVE
3 0
Fo
wler
Fo
wler
00 E SOUTH AVE

E SOUTH AVE
0 0
Fow
ler
Fow
ler
30 W FRESNO ST W FRESNO ST 00
Merced Merced 76
Fowler
Fowler
3 0
Fowler/99 0
Merc M ed erced 74
Fowler 0 3
3 0
0 F
o
w
le
r
0 0
0 0
3 0
Fowler/99 3
SR 99 2
SR 90 9
SR 93 9
SR 99 0
Fowler/99 2
SR 99 2
0 0
2 0
Golden Sta 0
Golden Sta 2 Merced Merced 74
Merced Merced 74
0 1
Golden Sta 1
Golden Sta 0
00 0
0 00
0 0
Adams
Adams
0 0
Adams
Adams
0 0
AdamsAdams
0 0
Adams
Adams
0 F0 o
wl
er
Fo
wl
er
00 Adams
Adams
0 0
Fo
wle
r
Fo
wle
r
00 7
4 Golden Sta 2
4 3
Golden Sta 0
4 2
Merced Merced 42 Merced Merced 42
Merced Merced 42
Merced Merced 21
Merced Merced 21
Adams
Adams
0 0
0 0
AdamsAdams
0 0
0 0
Adams
Adams
0 1
0 1
South
South
0 0
South
South
0 0
00 Golden S
0 Golden Sta 2
0 0
Merced Merced 21
AdamsAdams
0 1
Merced Merced 21 Merced Merced 21 Adams Adams 0
1 AdamsAdams
0 1
Adams
Adams
0 1
C
l
ov
is
2 9
C
lov
is
1 0
Clovis/9 0 9
SR 90 9
SR 90 9
SR 99 0
Golden Sta 0
0 611
Sumner
Sumner
11 6
Sumner
Sumner
0 0
61 61
161
161
N
Y
S
IDE
A
VE
N
Y
S
IDE
A
VE
00 0
Adams/99 0
0 SR 90 9
SR 90 9
SumnerSumner
1031
18 12 22 21 4
10 10 10 10
21 21 2119
4 4
55 2 5 2 2 7 7 7 10 3 9 3 6 3
1 1 1
17 FRESNO COG 2046 TRAVEL MODEL - AM PEAK
HOUR SELECT ZONE VOLUMES(SUMNER&SUNNYSIDE RESIDENTIAL - PHASE 1 352
Section 7, Item 7E
0 0
00 0
0 1
1 0
0 0
0 0
0 0
0 1
2 0
0 1
0 0
0 1
0 0
0 0
0 0
1 10
0 0
0 0
0 0
0 0
0 0
1 1
0 0
0 0
00 1
0 11
16 4
0 2
1 01
SR 99 0
SR 90 9
Sumner
Sumner
9 11
Sumner
Sumner
9 12

E SOUTH AVE

E SOUTH AVE
0 0
AdamsAdams
1 1
Adams
Adams
1 1

E SOUTH AVE

E SOUTH AVE
0 0
Sumner
Sumner
1 0
SC
LO
V
IS
AV
E
SC
LO
V
IS
AV
E
00 E SOUTH AVE

E SOUTH AVE
3 1
S
CL
O
V
IS
AV
E
S
CL
O
V
IS
AV
E
21 39
Sumner
Sumner
4021
Adams
Adams
1 1
Cl
ovi
s
Cl
ovi
s
20 37
AdamsAdams
1 1
SS
UNN
Y
SI
DEAV
E
SS
UNN
Y
SI
DEAV
E
14 E SOUTH AVE

E SOUTH AVE
0 1
SS
UNN
Y
SI
DEAV
E
SS
UNN
Y
SI
DEAV
E
00 01

E SOUTH AVEE SOUTH AVE
01 W
FRE
SNO
S
T
W
FRE
SNO
S
T
00 E SOUTH AVE

E SOUTH AVE
0 1
0 0
0 0 1
1 Adams
Adams
1 1
Adams
Adams
1 1
SR 99 0
0 SR 99 0
AdamsAdams
1 1
SR 99 0
SR 90 9
Adams/99 0
SR 90 9
Fowler/99 0 SR 90 9
Sumner
Sumner
9 11
Fowler/99 0
SR 90 9
SR 99 0
0 Adams
Adams
0 0
Adams/99 0
Adams
0 Adams
Adams
0 0
0 0
00 0
0 Golden Sta 0
Golden Sta 0
0 0
Golden Sta 0
Golden Sta 0
0 1
W FRESNO ST W FRESNO ST 00

E SOUTH AVE

E SOUTH AVE
0 1
Fo
wler
Fo
wler
00 E SOUTH AVE

E SOUTH AVE
0 0
Fow
ler
Fow
ler
01 W FRESNO ST W FRESNO ST 00
Merced Merced 711
Fowler
Fowler
2 0
Fowler/99 0
Merc M ed erced 76
Fowler 0 2
2 0
0 F
o
w
le
r
0 0
0 0
2 0
Fowler/99 2
SR 99 5
SR 90 9
SR 92 9
SR 99 0
Fowler/99 5
SR 99 5
0 0
0 0
Golden Sta 3
Golden Sta 2 Merced Merced 76
Merced Merced 65
0 0
Golden Sta 1
Golden Sta 0
00 0
0 00
0 0
Adams
Adams
0 0
Adams
Adams
0 0
AdamsAdams
0 0
Adams
Adams
0 F0 o
wl
er
Fo
wl
er
00 Adams
Adams
0 0
Fo
wle
r
Fo
wle
r
00 6
5 Golden Sta 5
2 4
Golden Sta 0
2 2
Merced Merced 22 Merced Merced 22
Merced Merced 22
Merced Merced 00
Merced Merced 00
Adams
Adams
0 0
0 0
AdamsAdams
0 0
0 0
Adams
Adams
0 0
0 0
South
South
0 0
South
South
0 0
00 Golden S
3 Golden Sta 1
0 0
Merced Merced 00
AdamsAdams
0 0
Merced Merced 00 Merced Merced 00 Adams Adams 0
0 AdamsAdams
0 0
Adams
Adams
0 0
C
l
ov
is
2 0
C
lov
is
3 7
Clovis/9 0 9
SR 90 9
SR 90 9
SR 99 0
Golden Sta 0
0 129
Sumner
Sumner
9 12
Sumner
Sumner
0 0
24 24
192
192
N
Y
S
IDE
A
VE
N
Y
S
IDE
A
VE
00 0
Adams/99 0
0 SR 90 9
SR 90 9
SumnerSumner
4021
02 2
6 15 6 15 13 15 15 1513
6 6
1818 25 19 5 6 6 26 26 14 14 14 26 26 25 14
FRESNO COG 2046 TRAVEL MODEL - PM PEAKHOUR SELECT ZONE VOLUMES(SUMNER&SUNNYSIDE RESIDENTIAL - PHASE 1 353
Section 7, Item 7E
0 0
01 0
0 0
0 0
0 1
0 0
0 0
0 2
0 0
0 1
1 0
0 0
0 0
0 0
0 2
0 00
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
00 1
0 0
0 00
4516
SR 99 0
SR 95 9
Sumner
Sumner
8 10
Sumner
Sumner
9 11

E SOUTH AVE

E SOUTH AVE
0 0
AdamsAdams
0 1
Adams
Adams
0 1

E SOUTH AVE

E SOUTH AVE
0 0
Sumner
Sumner
1 0
SC
LO
V
IS
AV
E
SC
LO
V
IS
AV
E
00 E SOUTH AVE

E SOUTH AVE
1 3
S
CL
O
V
IS
AV
E
S
CL
O
V
IS
AV
E
238
Sumner
Sumner
3 28
Adams
Adams
0 1
Cl
ovi
s
Cl
ovi
s
227
AdamsAdams
0 0
SS
UNN
Y
SI
DEAV
E
SS
UNN
Y
SI
DEAV
E
82 E SOUTH AVE

E SOUTH AVE
5 1
SS
UNN
Y
SI
DEAV
E
SS
UNN
Y
SI
DEAV
E
00 51

E SOUTH AVEE SOUTH AVE
51 W
FRE
SNO
S
T
W
FRE
SNO
S
T
00 E SOUTH AVE

E SOUTH AVE
5 1
0 0
0 0 0
0 Adams
Adams
0 0
Adams
Adams
0 0
SR 99 0
5 SR 99 0
AdamsAdams
0 0
SR 99 0
SR 95 9
Adams/99 0
SR 95 9
Fowler/99 5 SR 90 9
Sumner
Sumner
8 10
Fowler/99 5
SR 90 9
SR 99 0
0 Adams
Adams
0 0
Adams/99 0
Adams
0 Adams
Adams
0 0
0 0
00 0
0 Golden Sta 0
Golden Sta 0
0 0
Golden Sta 0
Golden Sta 0
5 1
W FRESNO ST W FRESNO ST 00

E SOUTH AVE

E SOUTH AVE
5 1
Fo
wler
Fo
wler
02 E SOUTH AVE

E SOUTH AVE
0 0
Fow
ler
Fow
ler
31 W FRESNO ST W FRESNO ST 00
Merced Merced 85
Fowler
Fowler
0 0
Fowler/99 0
Merc M ed erced 82
Fowler 0 0
0 0
0 F
o
w
le
r
2 0
2 0
0 0
Fowler/99 2
SR 99 3
SR 90 9
SR 92 9
SR 99 0
Fowler/99 3
SR 99 3
0 0
2 0
Golden Sta 0
Golden Sta 0 Merced Merced 82
Merced Merced 72
0 0
Golden Sta 0
Golden Sta 0
00 0
0 00
0 0
Adams
Adams
0 0
Adams
Adams
0 0
AdamsAdams
0 0
Adams
Adams
0 F0 o
wl
er
Fo
wl
er
00 Adams
Adams
0 0
Fo
wle
r
Fo
wle
r
00 7
2 Golden Sta 3
5 2
Golden Sta 1
4 2
Merced Merced 42 Merced Merced 42
Merced Merced 42
Merced Merced 22
Merced Merced 22
Adams
Adams
0 0
0 0
AdamsAdams
0 0
0 0
Adams
Adams
0 1
0 1
South
South
0 0
South
South
0 0
00 Golden S
0 Golden Sta 0
0 0
Merced Merced 22
AdamsAdams
0 1
Merced Merced 22 Merced Merced 22 Adams Adams 0
1 AdamsAdams
1 2
Adams
Adams
1 2
C
l
ov
is
2 7
C
lov
is
2 Clovis/9 0 9
SR 95 9
SR 95 9
SR 99 0
Golden Sta 0
0 14
37 Sumner
Sumner
9 11
Sumner
Sumner
3 28
37 14
3 714
37 14
37 14
N
Y
S
IDE
A
VE
N
Y
S
IDE
A
VE
00 0
Adams/99 0
0 SR 95 9
SR 95 9
SumnerSumner
3 28
9 9 9 9
18 1819 19 19 19 18 17 17
33 0 FRESNO COG 2046 TRAVEL MODEL - AM PEAK
HOUR SELECT ZONE VOLUMES(SUMNER&SUNNYSIDE RESIDENTIAL - PHASE 2 354
Section 7, Item 7E
0 0
00 0
0 0
0 0
0 0
1 0
0 0
0 1
1 0
0 0
0 0
0 0
1 0
0 0
0 0
1 00
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
00 0
1 1
0 00
3052
SR 99 6
SR 9 21 9
Sumner
Sumner
9 30
Sumner
Sumner
9 30

E SOUTH AVE

E SOUTH AVE
0 0
AdamsAdams
1 0
Adams
Adams
1 0

E SOUTH AVE

E SOUTH AVE
0 0
Sumner
Sumner
0 1
SC
LO
V
IS
AV
E
SC
LO
V
IS
AV
E
00 E SOUTH AVE

E SOUTH AVE
3 2
S
CL
O
V
IS
AV
E
S
CL
O
V
IS
AV
E
11 13
Sumner
Sumner
1411
Adams
Adams
1 0
Cl
ovi
s
Cl
ovi
s
192
AdamsAdams
2 0
SS
UNN
Y
SI
DEAV
E
SS
UNN
Y
SI
DEAV
E
98 E SOUTH AVE

E SOUTH AVE
7 5
SS
UNN
Y
SI
DEAV
E
SS
UNN
Y
SI
DEAV
E
00 75

E SOUTH AVEE SOUTH AVE
75 W
FRE
SNO
S
T
W
FRE
SNO
S
T
00 E SOUTH AVE

E SOUTH AVE
7 5
0 0
0 0 1
0 Adams
Adams
1 0
Adams
Adams
1 0
SR 99 6
21 SR 99 6
AdamsAdams
1 0
SR 99 6
SR 9 21 9
Adams/99 0
SR 9 21 9
Fowler/99 21 SR 90 9
Sumner
Sumner
9 30
Fowler/99 21
SR 90 9
SR 99 6
6 Adams
Adams
0 0
Adams/99 0
Adams
0 Adams
Adams
0 0
0 0
00 0
0 Golden Sta 0
Golden Sta 0
0 0
Golden Sta 0
Golden Sta 0
7 5
W FRESNO ST W FRESNO ST 00

E SOUTH AVE

E SOUTH AVE
7 5
Fo
wler
Fo
wler
03 E SOUTH AVE

E SOUTH AVE
0 0
Fow
ler
Fow
ler
55 W FRESNO ST W FRESNO ST 00
Merced Merced 99
Fowler
Fowler
0 0
Fowler/99 6
Merc M ed erced 36
Fowler 0 0
0 0
0 F
o
w
le
r
3 0
3 0
0 0
Fowler/99 3
SR 99 3
SR 90 9
SR 93 9
SR 99 0
Fowler/99 3
SR 99 3
0 0
1 0
Golden Sta 0
Golden Sta 3 Merced Merced 36
Merced Merced 26
0 1
Golden Sta 1
Golden Sta 0
00 0
0 00
0 0
Adams
Adams
0 0
Adams
Adams
0 0
AdamsAdams
0 0
Adams
Adams
0 F0 o
wl
er
Fo
wl
er
00 Adams
Adams
0 0
Fo
wle
r
Fo
wle
r
00 2
6 Golden Sta 1
2 5
Golden Sta 0
2 2
Merced Merced 22 Merced Merced 22
Merced Merced 22
Merced Merced 11
Merced Merced 11
Adams
Adams
0 0
0 0
AdamsAdams
0 0
0 0
Adams
Adams
0 0
0 0
South
South
0 0
South
South
0 0
00 Golden S
0 Golden Sta 1
0 0
Merced Merced 11
AdamsAdams
0 0
Merced Merced 11 Merced Merced 11 Adams Adams 0
0 AdamsAdams
1 1
Adams
Adams
1 1
C
l
ov
is
9 C
lov
is
1 2
Clovis/9 0 9
SR 9 21 9
SR 9 21 9
SR 99 6
Golden Sta 0
0 44
21 Sumner
Sumner
9 30
Sumner
Sumner
14 11
21 44
2 144
21 44
21 44
N
Y
S
IDE
A
VE
N
Y
S
IDE
A
VE
00 0
Adams/99 0
6 SR 9 21 9
SR 9 21 9
SumnerSumner
1411
13 13 14 10 10 10 10 4 4 3 3
4 2 2 2 FRESNO COG 2046 TRAVEL MODEL - PM PEAK
HOUR SELECT ZONE VOLUMES(SUMNER&SUNNYSIDE RESIDENTIAL - PHASE 2 355
Section 7, Item 7E
33 3
88 57
3 21
5 11
38 26
81 72
5 2
10 17
144
107
17 44
120
34 35
2 2838
0 0
16 29
101
135
9 5
2 7
0 0
2 2
1 0
0 0
0 0
10 22
0 0
67 10
3349
11 29
SR 99 4980
SR 99 3300
Sumner
Sumner
195
70 Sumner
Sumner
1129
AdamsAdams
115
138
Adams
Adams
134
173
Sumner
Sumner
1129
Sumner
Sumner
11 29
Adams
Adams
134
173
Cl
ovi
s
Cl
ovi
s
7678
AdamsAdams
61 97
0 0 61
97 Adams
Adams
61 97
Adams
Adams
61 97
SR 99 5140
SR 99 4980
AdamsAdams
61 97
SR 99 4980
SR 99 3300
Adams/99 0
SR 99 3300
Fowler/99 266 SR 99 3033
Sumner
Sumner
195
70 Fowler/99 266
SR 99 3033
SR 99 4980
4980
Adams
Adams
66 113
Adams/99 160
Adams
160
Adams
Adams
66 274
65 256
65 256
Golden Sta 476
Golden Sta 718
32 111
Golden Sta 409
Golden Sta 718
Fo
wler
Fo
wler
31 5
19 0
Fow
ler
Fow
ler
31 5
19 0
Merced Merced 582 85
Fowler
Fowler 200 306
Fowler/99 356
Merc M ed erced 251 61
Fowler 175 25
200
F
o
w
le
r
3 3
2 3
06 27
306
25 Fowler/99 52
SR 99 4672
SR 99 3033
SR 99 3085
SR 99 4624
Fowler/99 49
SR 99 4672
0 0 5
Golden Sta 428
Golden Sta 846 Merced Merced 251 61
Merced Merced 240 56
51 40
Golden Sta 476
Golden Sta 897
32 111
32 32
111
Adams
Adams
32 111
Adams
Adams
38 87
AdamsAdams
3887
Adams
Adams
37 F84 o
wl
er
Fo
wl
er
64 Adams
Adams
37 84
Fo
wle
r
Fo
wle
r
64 56
Golden Sta 547
63 Golden Sta 894
178
112 Merced Merced 178 112 Merced Merced 178 112
Merced Merced 178 112
Merced Merced 397
Merced Merced 397
Adams
Adams
37 84
37 84
AdamsAdams
37 84
37 84
Adams
Adams
28 113
28 113
South
South
0 0
South
South
16 29
5280
Golden S
375
Golden Sta 683
37 45
Merced Merced 397
AdamsAdams
28 113
Merced Merced 397 Merced Merced 397 Adams Adams 28
113
AdamsAdams
47 100
Adams
Adams
47 100
C
l
ov
is
7 7
C
lov
is
8 1
Clovis/99 394
SR 99 2906
SR 99 3300
SR 99 5140
Golden Sta 409
897
Sumner
Sumner
11 29
0 Adams/99 0
SR 99 3300
SR 99 3300
FRESNO COG 2019 TRAVEL MODEL - AM PEAKHOUR VOLUMES
356
Section 7, Item 7E
13 9
69 57
6 11
7 9
40 52
92 103
3 6
17 15
119
126
30 23
52 125
17 11 3836
0 0
33 23
121
84 5
5 1
0 5
0 0
1 1
0 1
0 0
0 0
25 14
0 0
31 66
5844
31 17
SR 99 3821
SR 99 4637
Sumner
Sumner
111
205
Sumner
Sumner
3117
AdamsAdams
147
120
Adams
Adams
190
150
Sumner
Sumner
3117
Sumner
Sumner
31 17
Adams
Adams
190
150
Cl
ovi
s
Cl
ovi
s
97 80
AdamsAdams
94 71
0 1 94
72 Adams
Adams
94 72
Adams
Adams
95 72
SR 99 3958
SR 99 3821
AdamsAdams
95 72
SR 99 3821
SR 99 4637
Adams/99 1
SR 99 4637
Fowler/99 391 SR 99 4246
Sumner
Sumner
111
205
Fowler/99 391
SR 99 4246
SR 99 3821
3821
Adams
Adams
113
78 Adams/99 137
Adams
137
Adams
Adams
113
215
107
205
107205
Golden Sta 1238
Golden Sta 462
67 75
Golden Sta 1175
Golden Sta 462
Fo
wler
Fo
wler
27 5
23 7
Fow
ler
Fow
ler
27 5
23 7
Merced Merced 437 149
Fowler
Fowler 270 262
Fowler/99 269
Merc M ed erced 199 108
Fowler 233 37
270
F
o
w
le
r
2 7
7 2
62 15
262
37 Fowler/99 52
SR 99 3623
SR 99 4246
SR 99 4298
SR 99 3553
Fowler/99 70
SR 99 3623
0 0 3
Golden Sta 1122
Golden Sta 565 Merced Merced 199 108
Merced Merced 190 101
71 68
Golden Sta 1222
Golden Sta 613
67 75
6775
67 75
Adams
Adams
67 75
Adams
Adams
64 69
AdamsAdams
6469
Adams
Adams
65 F64 o
wl
er
Fo
wl
er
83 Adams
Adams
65 64
Fo
wle
r
Fo
wle
r
83 Golden Sta 1273
Golden Sta 600
141
137 Merced Merced 141 137 Merced Merced 141 137
Merced Merced 141 137
Merced Merced 2517
Merced Merced 2517
Adams
Adams
65 64
65 64
AdamsAdams
65 64
65 64
Adams
Adams
58 68
58 68
South
South
0 0
South
South
33 23
9652
Golden S
1138
Golden Sta 453
47 45
Merced Merced 2517
AdamsAdams
5868
Merced Merced 2517 Merced Merced 2517 Adams Adams 58
68 AdamsAdams
7374
Adams
Adams
73 74
C
l
ov
is
9 8
C
lov
is
8 1
Clovis/99 585
SR 99 4053
SR 99 4638
SR 99 3958
Golden Sta 1175
613
Sumner
Sumner
31 17
1 Adams/99 1
SR 99 4637
SR 99 4637
FRESNO COG 2019 TRAVEL MODEL - PM PEAKHOUR VOLUMES
357
Section 7, Item 7E
37 2
84 74
2 17
7 6
35 34
102
81 7
4 15
21 158
109
19 42
160
36 43
3 3535
0 0
15 33
105
188
1 0
2 2
3 0
0 2
1 1
0 0
0 0
0 20
51 0
0 75
12 31
62 8
27 SR 99 5458
SR 99 3826
Sumner
Sumner
239
72 Sumner
Sumner
8 27
AdamsAdams
116
146
Adams
Adams
133
193
Sumner
Sumner
8 27
Sumner
Sumner
8 27
Adams
Adams
133
193
Cl
ovi
s
Cl
ovi
s
6686
AdamsAdams
72 112
0 0 72
112
Adams
Adams
72 112
Adams
Adams
72 112
SR 99 5593
SR 99 5458
AdamsAdams
72 112
SR 99 5458
SR 99 3826
Adams/99 0
SR 99 3826
Fowler/99 249 SR 99 3577
Sumner
Sumner
239
72 Fowler/99 249
SR 99 3577
SR 99 5458
5458
Adams
Adams
85 156
Adams/99 135
Adams
135
Adams
Adams
85 291
84 275
84 275
Golden Sta 873
Golden Sta 1471
34 100
Golden Sta 785
Golden Sta 1471
Fo
wler
Fo
wler
36 7
22 3
Fow
ler
Fow
ler
36 7
22 3
Merced Merced 648 123
Fowler
Fowler 248 357
Fowler/99 371
Merc M ed erced 310 98
Fowler 208 40
248
F
o
w
le
r
3 9
2 3
57 36
357
40 Fowler/99 75
SR 99 5145
SR 99 3577
SR 99 3652
SR 99 5087
Fowler/99 58
SR 99 5145
0 0 6
Golden Sta 780
Golden Sta 1612 Merced Merced 310 98
Merced Merced 304 91
68 43
Golden Sta 850
Golden Sta 1684
34 100
34 34
100
Adams
Adams
34 100
Adams
Adams
40 72
AdamsAdams
4072
Adams
Adams
38 F69 o
wl
er
Fo
wl
er
54 Adams
Adams
38 69
Fo
wle
r
Fo
wle
r
54 91
Golden Sta 910
87 Golden Sta 1680
197
112 Merced Merced 197 112 Merced Merced 197 112
Merced Merced 197 112
Merced Merced 478
Merced Merced 478
Adams
Adams
38 69
38 69
AdamsAdams
38 69
38 69
Adams
Adams
43 89
43 89
South
South
0 0
South
South
15 33
5291
Golden S
720
Golden Sta 1399
40 45
Merced Merced 478
AdamsAdams
4389
Merced Merced 478 Merced Merced 478 Adams Adams 43
89 AdamsAdams
6775
Adams
Adams
67 75
C
l
ov
is
6 7
C
lov
is
8 9
Clovis/99 447
SR 99 3379
SR 99 3826
SR 99 5593
Golden Sta 785
1684
Sumner
Sumner
8 27
0 Adams/99 0
SR 99 3826
SR 99 3826
FRESNO COG 2046 TRAVEL MODEL - AM PEAKHOUR VOLUMES
358
Section 7, Item 7E
17 13
66 62
6 17
8 11
35 49
99 111
3 5
26 17
115
122
29 28
63 159
20 14 4445
0 0
41 28
151
105
4 8
1 0
7 0
0 2
2 0
1 0
0 0
0 51
31 0
0 25
62 7046
32 22
SR 99 4234
SR 99 5152
Sumner
Sumner
117
239
Sumner
Sumner
3222
AdamsAdams
157
134
Adams
Adams
205
161
Sumner
Sumner
3222
Sumner
Sumner
32 22
Adams
Adams
205
161
Cl
ovi
s
Cl
ovi
s
10 8
86 AdamsAdams
100
77 0
0 100
77 Adams
Adams
100
77 Adams
Adams
100
77 SR 99 4371
SR 99 4234
AdamsAdams
100
77 SR 99 4234
SR 99 5152
Adams/99 0
SR 99 5152
Fowler/99 342 SR 99 4810
Sumner
Sumner
117
239
Fowler/99 342
SR 99 4810
SR 99 4234
4234
Adams
Adams
143
100
Adams/99 137
Adams
137
Adams
Adams
143
237
140
223
140223
Golden Sta 1952
Golden Sta 1092
50 71
Golden Sta 1836
Golden Sta 1092
Fo
wler
Fo
wler
30 2
29 5
Fow
ler
Fow
ler
30 2
29 5
Merced Merced 377 209
Fowler
Fowler 339 287
Fowler/99 256
Merc M ed erced 149 159
Fowler 289 50
339
F
o
w
le
r
3 0
1 2
87 13
287
50 Fowler/99 63
SR 99 4056
SR 99 4810
SR 99 4873
SR 99 3978
Fowler/99 78
SR 99 4056
0 0 4
Golden Sta 1693
Golden Sta 1208 Merced Merced 149 159
Merced Merced 138 150
76 71
Golden Sta 1933
Golden Sta 1270
50 71
5071
50 71
Adams
Adams
50 71
Adams
Adams
46 63
AdamsAdams
4663
Adams
Adams
45 F58 o
wl
er
Fo
wl
er
73 Adams
Adams
45 58
Fo
wle
r
Fo
wle
r
73 Golden Sta 1879
Golden Sta 1253
138
141 Merced Merced 138 141 Merced Merced 138 141
Merced Merced 138 141
Merced Merced 2623
Merced Merced 2623
Adams
Adams
45 58
45 58
AdamsAdams
45 58
45 58
Adams
Adams
52 60
52 60
South
South
0 0
South
South
41 28
9951
Golden S
1716
Golden Sta 1067
52 48
Merced Merced 2623
AdamsAdams
5260
Merced Merced 2623 Merced Merced 2623 Adams Adams 52
60 AdamsAdams
6873
Adams
Adams
68 73
C
l
ov
is
1 1
1 C
lov
is
8 8
Clovis/99 608
SR 99 4544
SR 99 5152
SR 99 4371
Golden Sta 1836
1270
Sumner
Sumner
32 22
0 Adams/99 0
SR 99 5152
SR 99 5152
FRESNO COG 2046 TRAVEL MODEL - PM PEAKHOUR VOLUMES
359
Section 7, Item 7E
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix F

APPENDIX F
Signal Warrants
360
Section 7, Item 7E
YAMABE & HORN ENGINEERING, INC.
2985 N. Burl Avenue, Suite 101
Fresno, CA 93727
WARRANT 3 – PEAK HOUR SATISFIED: YES NO
(Part A OR Part B must be satisfied)
Date:

Job Number:

Project:

Major Street:

Minor Street:

Description:

Peak Hour: AM PM
PART A SATISFIED: YES NO
Value

2.1 vehhrs
179
vph
1,580
vph
Minor street approach:

PART B SATISFIED: YES NO
One 2 or
More
Hour
Both Approaches - Major Street 1401
Higher Approach - Minor Street 179
The plotted point falls above the curve in Figure 4C-3. Yes No OR, The plotted point falls above the curve in Figure 4C-4. (70% Factor) Yes No The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. 70% Factor is applicable for community less than 10,000 population or above 40 mph on major street.

Source: 2014 California Manual of Uniform Traffic Control Devices 09/23/25
25-108
Merced St
Highway 99 NB On/Off Ramp
Sumner and Fowler T6520
Near Term Build Out
(All parts 1, 2, and 3 below must be satisfied for the same one hour, for any four consecutive 15-minute periods)

1. The total delay experienced for traffic on one minor street approach (one direction only) controlled by a STOP sign equals or exceeds four vehicle-hours for a onelane approach, or five vehicle-hours for a two-lane approach; ANDYes No

APPROACH LANES

2. The volume on the same minor street approach (one direction only) equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND
Yes No

3. The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with four or more approaches or 650 vph for intersections with three approaches.

Yes No
361
Section 7, Item 7E
California MUTCD 2014 Edition

NEAR TERM BUILD OUT AM
Chapter 4C – Traffic Control Signal Needs Studies
Part 4 – Highway Traffic Signals
BOTH APPROACHES – MAJOR STREET: 1401
HIGHER APPROACH – MINOR STREET: 179
BOTH APPROACHES – MAJOR STREET: 1401
HIGHER APPROACH – MINOR STREET: 179
362
Section 7, Item 7E
YAMABE & HORN ENGINEERING, INC.
2985 N. Burl Avenue, Suite 101
Fresno, CA 93727
WARRANT 3 – PEAK HOUR SATISFIED: YES NO
(Part A OR Part B must be satisfied)
Date:

Job Number:

Project:

Major Street:

Minor Street:

Description:

Peak Hour: AM PM
PART A SATISFIED: YES NO
Value

0.9 vehhrs
143
vph
1,222
vph
Minor street approach:

PART B SATISFIED: YES NO
One 2 or
More
Hour
Both Approaches - Major Street 1079
Higher Approach - Minor Street 143
The plotted point falls above the curve in Figure 4C-3. Yes No OR, The plotted point falls above the curve in Figure 4C-4. (70% Factor) Yes No The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. 70% Factor is applicable for community less than 10,000 population or above 40 mph on major street.

Source: 2014 California Manual of Uniform Traffic Control Devices 09/23/25
25-108
Sumner and Fowler T6520
Merced St
Highway 99 NB On/Off Ramp
Near Term Build Out
(All parts 1, 2, and 3 below must be satisfied for the same one hour, for any four consecutive 15-minute periods)

APPROACH LANES

2. The volume on the same minor street approach (one direction only) equals or exceeds 100 vph for one moving lane of traffic or 150 vph for two moving lanes; AND
Yes No

3. The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with four or more approaches or 650 vph for intersections with three approaches.

Yes No
363
Section 7, Item 7E
California MUTCD 2014 Edition

NEAR TERM BUILD OUT PM
Chapter 4C – Traffic Control Signal Needs Studies
Part 4 – Highway Traffic Signals
BOTH APPROACHES – MAJOR STREET: 1079
HIGHER APPROACH – MINOR STREET: 143
BOTH APPROACHES – MAJOR STREET: 1079
HIGHER APPROACH – MINOR STREET: 143
364
Section 7, Item 7E
F:\2025\25-108\Traffic\Sunnyside & Sumner\Report\Word Doc\25-108 TIS.docx Appendix G

APPENDIX G
Pavement Condition Index
Worksheet and Photos
365
Section 7, Item 7E
366
Section 7, Item 7E
Sumner Avenue Inspection Segment 1 – Photo 1
367
Section 7, Item 7E
Sumner Avenue Inspection Segment 1 – Photo 2
368
Section 7, Item 7E
Sumner Avenue Inspection Segment 1 – Photo 3
369
Section 7, Item 7E
Sumner Avenue Inspection Segment 1 – Photo 4
370
Section 7, Item 7E
371
Section 7, Item 7E
Sumner Avenue Inspection Segment 2 – Photo 1
372
Section 7, Item 7E
Sumner Avenue Inspection Segment 2 – Photo 2
373
Section 7, Item 7E
Sumner Avenue Inspection Segment 2 – Photo 3
374
Section 7, Item 7E
Sumner Avenue Inspection Segment 2 – Photo 4
375
Section 7, Item 7E
ORDINANCE NO. 2026-01

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF FOWLER AMENDING

THE OFFICIAL ZONING MAP OF THE CITY OF FOWLER TO REFLECT A CHANGE OF ZONE FOR ASSESSOR’S PARCEL NUMBER 343-040-02.

WHEREAS, Adrienne Burns of Yamabe & Horn Engineering, on behalf of Joseph Crown (“Applicant”), has proposed Vesting Tentative Subdivision Map No. 6520, as well as a request to prezone and annex Assessor’s Parcel Number 343-040-02 (“Project Site”) to the City of Fowler (“Project”); and
WHEREAS, the Project proposes to subdivide the Project site into 180 single family residential lots, an 82,858 square foot (“sqft”) park, and a 53,231 sqft storm drainage basin, as well as other site improvements; and
WHEREAS, the Project site comprises a 39.67-acre parcel, located at the southwest corner of East Sumner Avenue and South Sunnyside Avenue, that is designated as Medium Low Density Residential (“MLDR”) by the City of Fowler General Plan, and is zoned AE-20 (Exclusive Agriculture) by the County of Fresno; and
WHEREAS, the Project proposes a density of 4.54 dwelling units per acre, which meets the density range of the MLDR land use designation; and WHEREAS, the Project site would be prezoned to the R-1-6 mapping zone district, with an implementing zone district of R-3 (Medium Density Residential), which is consistent with the site’s MLDR land use designation; and
WHEREAS, City staff has determined that the Project is consistent with the City’s General Plan and General Plan Environmental Impact Report and is absolved of further environmental review under the California Environmental Quality Act (“CEQA”) in accordance with CEQA Guidelines section 15183; and
WHEREAS, the Planning Commission reviewed the Project at a special meeting on January 8, 2026, and recommended that the City Council find that the Project is consistent with the City’s General Plan and General Plan Environmental Impact Report pursuant to CEQA Guidelines section 15183, prezone the Project site R-1-6 with an R-3 implementing zone district, initiate the annexation of the Project site to the City of Fowler, and approve Vesting Tentative Subdivision Map No. 6520 once the Project site’s Williamson Act contract has been tentatively cancelled with the County of Fresno; and
WHEREAS, notice of the public hearing was published in the January 23, 2026, edition of The Business Journal, posted at City Hall and the City’s website, and sent to interested parties via email; and
WHEREAS, at a regular meeting on February 3, 2026, at 6:00pm, the Fowler City Council conducted a public hearing to consider the Project; and 376
Section 7, Item 7E
WHEREAS, the City Council has reviewed and considered the staff report, CEQA findings, and all evidence presented at the City Council’s regular meeting on February 3, 2026, including oral and written public testimony on the Project (“Administrative Record”), which is incorporated by this reference herein.

THE CITY COUNCIL OF THE CITY OF FOWLER DOES HEREBY ORDAIN AS FOLLOWS:

SECTION 1
The City Council hereby finds that prezoning Assessor’s Parcel Number 343-040-02 to the R-1-6 (Single Family Residential) mapping zone district with an implementing zone district of R-3 (Medium Density Residential, satisfies each of the required findings for a prezone pursuant to Fowler Zoning Ordinance section 9.110.070:
a. The Zoning Map Amendment is consistent with the intent of the goals and policies of the General Plan.
b. The Zoning Map Amendment prescribes reasonable controls and standards to ensure compatibility with other established uses.
c. The Zoning Map Amendment provides reasonable property development rights while protecting environmentally sensitive land uses and species. d. The Zoning Map Amendment ensures protection of the general health, safety, and welfare of the community.

The bases for these findings are supported by the entire Administrative Record, as well as the evidence and comments presented during the public hearing.

SECTION 2
The Official Zoning Map of the City of Fowler is hereby amended to designate Assessor’s Parcel Number 343-040-02 to the R-1-6 zone district as indicated in Exhibit “A” attached hereto and incorporated by reference herein.

SECTION 3
This Ordinance shall take effect and be in full force and effect from and after thirty (30) days following its final passage and adoption. Within fifteen (15) days after its adoption, the ordinance, or a summary of the ordinance, shall be published once in a newspaper of general circulation.

The foregoing ordinance was introduced at a meeting of the City Council of Fowler held on the 3rd day of February, 2026, and passed and adopted at a regular meeting of the City Council held on the 17th day of February, 2026, by the following vote:
377
Section 7, Item 7E
AYES:

NOES:

ABSTAIN:

ABSENT:
___________________________________
Juan Mejia, Mayor
ATTEST:
____________________________________
Angela Vasquez, City Clerk
378
Section 7, Item 7E
Exhibit A
379
Section 7, Item 7E

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: February 17, 2026
FROM: NANCY BANDA, Finance Director and Treasurer
SUBJECT: ACCEPT Credit Card Usage Report and Donation Report for July 1 through December 31, 2025.

EXECUTIVE SUMMARY
This Credit Card Usage Report and Donation Report covers the period from July 1 through December 31, 2025.

BACKGROUND
Council Resolution No. 2363 requires the Finance Director to provide City Council with a report on credit card usage with the annual and mid-year financial reports. The attached report provides credit card usage by employees and details the expenses. Credit card expenses are submitted monthly by the employee responsible. All credit card expenses are approved by the Finance Director and reviewed by the City Manager.

Resolution No. 2684 for the Acceptance of Donations to the City Policy was approved on October 17, 2023, by City Council. The new policy on Acceptance of Donations to the City requires the Finance Director to create a biannual donation acceptance report. The attached report provides a detailed list of donations received.

PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.

ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act.

GENERAL PLAN CONSISTENCY
This action is not associated with a specific general plan goal, policy, or action item.

FISCAL IMPACT
Credit card expenses are posted to the appropriate department or fund’s operating budget.

Whereas donations help provide additional funds or resources to deliver programs, services, and events to the residents of Fowler.

PROCUREMENT PROCESS
No procurement is associated with this action.
380
Section 7, Item 7F

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.

Attachments
- Credit Card Usage Report
- Donations Acceptance Report
381
Section 7, Item 7F
City of Fowler
Credit Card Usage July 2025
Stmt Closing 8/06/2025
Card / User Summary Transaction Amount
US Bank-CalCard
Michael Reid Hoffman Security - Monthly Autopay June 2025 $97.00 6170 5160 $97.00
Angela Vasquez Free Conference Call - City Meetings $15.00 6020 5260 Indeed - Accountant Recruitment $100.00 6025 5110
$115.00
Anthony Aranda The Home Depot - Supplies Streets $53.32 6200 5202 $53.32
Eric Rocha American Association of Municipal Executives - Membership $150.00 5000 5250 American Association of Municipal Executives - Membership $150.00 6260 5250 The Home Depot - Park Supplies $184.13 6260 5120
The Home Depot - Park Supplies $184.14 6260 5710
The Home Depot - Park Supplies $270.10 6260 5120
Shop N Go - Fuel Fleet Streets $123.37 6200 5210
Johnny Quick - Fuel Fleet Streets $67.25 6200 5210
The Home Depot - Park Supplies $466.67 6260 5710
$1,595.66
Yvonne Hernandez Pizza Factory - Senior Meals $91.49 6700 5105 Walmart - Senior Meals $52.36 6700 5105
Smart & Final - Senior Supplies $75.52 6700 5104
Food For Less - Senior Meals $75.71 6700 5105
Pods - Monthly Service Fee $215.96 6700 5185
$511.04
Vacant Chief of Police
$0.00
Nancy Banda CSMFO - Management Annual Fee $150.00 6030 5250 $150.00
Total CalCARD Visa $2,522.02
382
Section 7, Item 7F
City of Fowler
Credit Card Usage August 2025
Stmt Closing 9.6.2025
Card / User Summary Transaction Amount
US Bank-CalCard
Michael Reid Hoffman Security - Monthly Autopay June 2025 $97.00 6170 5160 $97.00
Angela Vasquez Smart & Final - QTR Employee Recognition Lunch $16.38 6025 5110 Smart & Final - QTR Employee Recognition Lunch $13.98 6025 5110 IIMC - IIMC Membership Dues $195.00 6025 5250
Food4Less - QTR Employee Recognition Lunch $143.08 6025 5110 Costco - QTR Employee Recognition Lunch $13.99 6025 5110 Zoom Communications - Zoom Annual Subscription $2,235.56 6170 5230 FreeConferenceCall - Conference Call Line $15.00 6020 5260 $2,632.99
Anthony Aranda Dollar General - Employee Hydration $20.75 6200 5110 House of Concrete Inc. - Concrete $990.11 6200 5202
The Home Depot - Supplies Streets $193.60 6200 5202
Shell Oil - Fuel $130.22 6200 5210
O'Reilly - Fleet Maintenance Streets $71.15 6200 5205
$1,405.83
Eric Rocha Harbor Freight - Supplies Parks/Streets $432.69 $216.35 6260 5120 $216.35 6200 5195
Traffic Safety - Supplies Streets $1,272.35 6200 5205
The Home Depot - Water Supplies $433.40 5000 5715
O'Reilly - Streets & Water Supplies $284.62 $142.31 6200 5205 $142.31 5000 5205
Tints 559- Fleet Water $80.00 5000 5205
Harbor Freight - Supplies Streets/Water/Parks $1,376.70 $458.90 6200 5120 $458.90 5000 5120
$458.90 6260 5120
O'Reilly - Fleet Streets/Water $404.54 $202.27 6200 5205 $202.27 5000 5205
Dexter Invoice - Supplies Parks $43.38 6260 5200
Weather Tech - Supplies Water $346.61 5000 5121
Dexter Invoice - Supplies Parks $60.23 6260 5200
American Backflow Prevention - Supplies Water $215.00 5000 5300 Walmart - Employee Recognition Aranda $115.64 6200 5110 United Market - Employee Recognition Aranda $189.53 6200 5110 A Mart Market - Employee Recognition Aranda $20.70 6200 5110 JAM Services Inc. $1,525.65 6200 5205
76 Merced - Fuel Water $120.00 5000 5210
O'Reilly - Fleet Parks/Street $496.13 $248.07 6260 5205 $248.07 6200 5205
$7,417.17
Yvonne Hernandez Pizza Factory - Lifeguards $45.23 6400 5105 The Home Depot - Senior Supplies $63.90 6700 5104
Restaurant Depot - Senior Supplies $219.47 6700 5104
Its My Party - Shopping Day $420.00 6400 5110
Pods - Monthly Service Fee $215.96 6700 5185
$964.56
Vacant Chief of Police
$0.00
Nancy Banda CACEO - CA Code Enforcement Association $845.00 6150 5300 CACEO - CA Code Enforcement Association $845.00 6150 5300 $1,690.00
Total CalCARD Visa $14,207.55
383
Section 7, Item 7F
City of Fowler
Credit Card Usage September 2025
Stmt Closing 10.6.2025
Card / User Summary Transaction Amount
US Bank-CalCard
Michael Reid
$0.00
Angela Vasquez League of CA Cities - A.Gill Conference $725.00 6010 5260 National Notary Association - R. Turney Notary $146.63 6025 5300 Free Conference Call - Conference Call Monthly Invoice $15.00 6020 5260 The Big Fresno Fair - Tickets $772.50 6020 5110
76 Gas - Fuel Water Fleet $98.62 5000 5210
76 Gas - Fuel Street Fleet $141.49 6200 5210
76 Gas - Fuel Building $66.61 6160 5210
76 Gas - Fuel Parks Equipment $79.81 6260 5210
Pizza Factory - Employee Appreciation $25.00 6010 5110
Fowler Ace Hardware - Emmployee Appreciation $25.00 6010 5110 Kabab City - Employee Appreciation $25.00 6010 5110
$2,120.66
Eric Rocha 76 Gas Station - Fuel $157.03 6200 5210
76 Gas Station - Fuel $88.93 6200 5210
76 Gas Station - Fuel $300.00 5000 5210
Dollar General - Animal Control Supplies $89.97 6270 5121 76 Gas Station - Fuel $223.98 6260 5210
76 Gas Station - Fuel $90.38 6260 5210
76 Gas Station - Fuel $200.00 6200 5210
The Home Depot - Electric Spreader $589.89 6260 5203
The Home Depot - Electric Spreader $110.00 6260 5203
76 Gas Station - Fuel $100.00 5000 5210
The Home Depot - 2-Stroke Gas Concrete Saw $1,198.71 5000 5715 The Home Depot - Water Supplies $112.75 5000 5120
76 Gas Station - Fuel $115.82 5000 5210
76 Gas Station - Fuel $167.21 6200 5210
Auto Zone - Streets Fleet $292.00 6200 5205
$3,836.67
Yvonne Hernandez 4Imprint - Bags Trunk of Treat $2,068.18 6400 5110 Schoppy's - Trophies $76.24 6400 5110
Horn Photo - City Camera $850.00 141.67 6020 5110
141.67 6025 5110
141.67 6120 5110
141.67 6150 5110
141.66 6260 5110
141.66 5000 5110
$2,994.42
Gregory Gularte N America Rescue Product - Tourniquets x15 $395.78 6120 5715 $395.78
Nancy Banda 6150 5300
6150 5300
$0.00
Total CalCARD Visa $9,347.53
384
Section 7, Item 7F
City of Fowler
Credit Card Usage October 2025
Stmt Closing 11.6.2025
Card / User Summary Transaction Amount
US Bank-CalCard
Michael Reid
$0.00
Angela Vasquez National Notary Association - R. Turney Notary $113.00 6025 5300 Fowler Floral - EMP Appreciation $25.00 6010 5110
Quiznos - EMP Appreciation $25.00 6010 5110
Jocy's - EMP Appreciation $25.78 6010 5110
Denny's - EMP Appreciation $25.00 6010 5110
Starbuck's - EMP Appreciation $25.00 6010 5110
Cattleman's - EMP Appreciation $3,185.75 6010 5110
Cattleman's - EMP Appreciation $173.39 6010 5110
Hyatt - A. Gill League of CA Cities $1,847.06 6010 5260 Hyatt - D. Parra League of CA Cities $1,000.40 6010 5260 Free Conference Call $15.00 6020 5260
Indeed - DPW Manager & Temp Water Operator $465.01 6025 5515 $6,925.39
Eric Rocha 76 Gas Station - Fuel $175.00 6200 5210
76 Gas Station - Fuel $125.19 6200 5210
76 Gas Station - Fuel $73.14 5000 5210
76 Gas Station - Fuel $154.48 6260 5210
Clovis Ace Hardware - PPE Parks $252.78 6260 5120
76 Gas Station - Fuel $49.64 5000 5210
76 Gas Station - Fuel $142.95 6260 5210
76 Gas Station - Fuel $100.00 5000 5210
Canva - Animal Services $120.00 6270 5220
Walmart - Animal Services $75.78 6270 5110
Sam's Club - Trunk/Treat $321.86 6200 5110
Walmart - Animal Services $75.78 6270 5120
Pick Quick - Fuel $50.00 5000 5210
The Tolls Roads of Orange $4.46 5000 5260
Chevron - Fuel $77.92 5000 5210
WISAC - Membership $130.00 5000 5250
The Tolls Roads of Orange $9.13 6200 5260
League of Ca Cities - Conference E.Rocha $675.00 $337.50 5000 5260 $337.50 6200 5260
$2,613.11
Yvonne Hernandez POD - Storage $215.96 6700 5182
Costco - Trunk Treat $95.56 6400 5110
Sam Deli - Lunch for Seniors $184.99 6700 5105
POD - Storage $215.96 6700 5182
$712.47
Gregory Gularte Ace Hardware - Office Supplies $23.85 6120 5100 Hoffman Security $97.00 6170 5160
Hoffman Security $97.00 6170 5160
SP High Speed Gear - Admin Pouch for Vest $108.85 6025 5115 SP Ghost Patch Custom $393.00 6120 5110
Costco - Halloween Candy $488.86 6120 5110
SP Patch Panel - Velcro Vest Patch $68.40 6025 5115
TMA - Latex Gloves $326.93 6120 5104
Primary Arms - Magpul x30 $435.86 2010 5715
$2,039.75
Nancy Banda League of Ca Cities - Conference N. Banda $500.00 6030 5300 Costco - Trunk Treat City Council $238.90 6010 5110
CSMFO - Training $30.00 6030 5300
$768.90
Total CalCARD Visa $13,059.62
385
Section 7, Item 7F
City of Fowler
Credit Card Usage November 2025
Stmt Closing 12.6.2025
Card / User Summary Transaction Amount
US Bank-CalCard
Michael Reid
$0.00
Angela Vasquez JR Ambassador Meeting Supplies $40.74 6025 5110 Host Papa - Annual Website Hosting $518.27 6170 5160
League of CA Cities - Mayors and Councilmembers $1,350.00 6010 5260 Free Conference Call - City Meetings $15.00 6020 5260
Indeed - PW PU Manager $77.99 6025 51185
Michael's - Employee Event $65.00 6025 5110
$2,067.00
Eric Rocha Walmart - Emp Meet Supplies $19.62 6270 5110 The Home Depot -Street Supplies $635.58 $211.86 6200 5715 $211.86 6260 5200
$211.86 5000 5715
The Home Depot - City Hall Landscape $553.49 6020 5110
The Home Depot - City Hall Landscape $274.76 6020 5110
Fowler 125 - Fuel $100.00 6200 5210
Fowler 125 - Fuel $100.00 5000 5210
Tints559 - Fleet Streets $120.00 6200 5200
Lowes - Water Tools $261.53 5000 5715
Fowler 125 - Fuel $120.00 6260 5210
Fowler 125 - Fuel $100.00 6260 5210
Fowler Donut - Staff Meeting $33.50 6200 5110
$2,318.48
Yvonne Hernandez Walmart - Storage $81.99 6400 5110
Print Shack - Programs Veterans $206.46 6400 5110
Holiday Specs - Journey of Lights $329.30 6400 5110
Andy Sports - JOL Yard Signs $400.00 6400 5110
Smart & Final - Supplies $81.45 6700 5104
Costco - Senior Lunch $129.04 6700 5105
Pod - Storage $215.96 6700 5185
$1,444.20
Gregory Gularte PRI Management - Training $189.00 6120 5300 Spirit in Print - Cadet Kit $160.20 6025 5115
National Emblem - Gear $134.52 6120 5110
Hampton Inn - Training Hotel Stay $115.48 6120 5260
Hampton Inn - Training Hotel Stay $115.48 6120 5260
Hoffman Security - Autopay $97.00 6170 5160
Farmers Market - Xmas Lighting Hot Chocolate $74.41 6120 5110 Smart & Final - Xmas Lighting Cookies $50.95 6120 5110
$937.04
Nancy Banda 6030 5300
6020 5121
$0.00
Matthew Flood CALBO Training Fee for Building Official $1,015.00 6150 5300 $1,015.00
Total CalCARD Visa $7,781.72
386
Section 7, Item 7F
City of Fowler
Credit Card Usage December 2025
Stmt Closing 01.6.2025
Card / User Summary Transaction Amount
US Bank-CalCard
Michael Reid
$0.00
Angela Vasquez Free Conference Call - City Meetings $15.00 6020 5260 Alaska Airlines - D. Parra Latino Caucus San Diego $406.59 6010 5260 Pendry San Diego J Street - D. Parra Latino Caucus San Diego $461.86 6010 5260 $883.45
Eric Rocha Food 4 Less - Employee Recognition $136.82 6025 5110 The Home Depot - Supplies Street $130.16 6200 5710
Bird Gard - Supplies Streets Rodent Control $999.88 6200 5710 Valley Iron - Supplies Streets $82.53 6200 5202
Bird-B-Gone - Supplies Streets Rodent Control $919.87 6200 5710 Valero - Fuel $113.84 5000 5210
The Home Depot - City Hall Repairs-Landscape $77.54 6020 5185 Harbor Freight - Fleet Water $2,182.59 5000 5715
NAPA Auto Parts - Fleet Streets $50.35 6200 5205
American Public Works Assoc. - Dues Streets $24.50 6200 5205 $4,718.08
Yvonne Hernandez Costco - Kids Shopping Day & JOL $369.67 6400 5110 Print Shack - Maps JOL $185.26 6400 5110
Dollar Tree - Kids Shopping Day $1,123.11 6400 5110
Fowler Donut - Kids Shopping Day $278.45 6400 5110
Starbucks - Journey of Lights $88.00 6400 5110
Its My Party - Senior Lunch Rentals $104.00 6700 5105
Costco - Senior Lunch $388.49 6700 5105
Pods - Rental $215.96 6700 5190
Fowler Donut - Kids Shopping Day $33.50 6400 5110
Smart & Final - Senior Lunch $79.49 6700 5104
$2,865.93
Gregory Gularte Mantix - Dry Fire System $585.17 6120 5120 Midway USA - Shot Timee $141.61 6120 5120
Mid County Fire Extin - Maintenance $862.50 6120 5200
Hoffman Security - Autopay $97.00 6120 5160
Ghost Patch Custom - New Patches $565.50 6120 5101
$2,251.78
Nancy Banda Renaissance Palm Springs - N Banda Hotel $421.10 6030 5300 USPS Mailing New Years Card $46.80 6020 5121
$467.90
Matthew Flood ParcelQuest Oct thru Dec $714.95 6150 5230 $714.95
Total CalCARD Visa $11,902.09
387
Section 7, Item 7F
City of Fowler
Donation Acceptance Report
July 2025- December 2025
Date Name Description Amount
12/1/2025 Provost & Pritchard Employee Appreciation Dinner $750.00 12/1/2025 Fowler Lions Club Senior Center Luncheon $500.00 12/1/2025 Fowler Lions Club Movie Night/WNAP $500.00
Total Donations $1,750.00
Acceptance of Donations Report 25-26
388
Section 7, Item 7F

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: February 17, 2026
FROM: MICHAEL REID, City Manager
SUBJECT: CONSIDERATION: Introduction of an Ordinance No. 2026-02 to amend Title 2, Administration Chapter 1, City Council, Article 2, Salaries, of the Fowler Municipal Code. Staff Recommendation: It is recommended the City Council introduce to be read by title only an Ordinance amending provisions of Title 2, Administration Chapter 1, City Council, Article 2, Salaries, of the Fowler Municipal Code, open the public hearing, allow for public testimony, close the public hearing, waive first reading of the Ordinance by title only, and approve the introduction of the Ordinance.

EXECUTIVE SUMMARY
The Ordinance Text Amendment would increase councilmember salaries pursuant to the provisions of California Senate Bill 329 as codified within California Government Code section 36516.

BACKGROUND
On June 29, 2023, Governor Newsom signed Senate Bill 329 (SB 329) into law, amending Government Code Section 36516 (GC 36516) to update city council compensation schedules, based on populations served, by adjusting for inflation that has occurred since 1984. The legislative intent of SB 329 is to help city councils become more diverse by helping individuals from various income levels receive sufficient income for their service.

The population of the City of Fowler 7,470, which falls within the category of an allowed maximum monthly salary of $950.00 pursuant to SB 329 & GC 36516. After careful consideration, the Fowler City Council has determined that the monthly salary for sitting council members, as adopted by ordinance 2026-02, shall be $277.00 per month.

Adoption of the amended ordinance 2026-02 would take effect only after the first pay period following the commencement of a new term of office after the next municipal election.

PUBLIC NOTICE
A Notice of Public Hearing was published in the Business Journal on Friday, February 6, 2026, which is at least 10 days prior to the public hearing.

ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act. 389
Section 9 , Item B

GENERAL PLAN CONSISTENCY
This action is not associated with a specific General Plan Goal, Policy, or Action Item.

However, this action is consistent with the General Plan’s Community Vision and Supporting Principles.

FISCAL IMPACT
Amended ordinance 2026-02 would take effect only after the first pay period following the commencement of a new term of office after the next municipal election. The increase in councilmember salaries will be incorporated into the FY 2026-2027 budget.

PROCUREMENT PROCESS
No procurement is associated with this action.

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.

Attachments
- Ordinance No. 2026-02
390
Section 9 , Item B
4901-7381-1854 v1
ORDINANCE NO. 2026-02

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF FOWLER AMENDING TITLE 2 ADMINISTRATION, CHAPTER 1 CITY COUNCIL, ARTICLE 2, SALARIES,

OF THE FOWLER MUNICIPAL CODE REGARDING COUNCILMEMBER
SALARIES.

WHEREAS, on June 29, 2023, Governor Newsom signed Senate Bill 329 (SB 329) into law, amending Government Code Section 36516 to update city council compensation schedules to account for inflation since 1984; and
WHEREAS, the legislative intent of SB 329 is to help city councils become more diverse by helping individuals from various income levels receive sufficient income for their service; and WHEREAS, according to the last federal census, the population of the City of Fowler is 7,470, which falls within the category allowed a maximum monthly salary of $950.00 under SB 329; and
WHEREAS, Fowler City Council members currently make $150.00 per month in salary; and
WHEREAS, that the Fowler City Council members have determined that consistent with SB 329, Councilmember compensation shall be increased to $277.00 per month in salary; and WHEREAS, California Government Code Section 36516.5 provides that a change in salary for each city council member does not take effect until one or more members of the city council begins a new term of office; and
WHEREAS, the new salary for each City Council member would go into effect beginning on the date in which a City Council Member is sworn into office after the general municipal election date of November 3, 2026.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF FOWLER DOES ORDAIN AS FOLLOWS:

Section 1. Effective the first pay period after the certification of the November 3, 2026, election and swearing in of the appointed public officials to their new term of office, the Mayor and each member of the City Council shall be paid a salary of $277.00 per month.

Section 2. Title 2, Chapter 1, Section 2-1.201 of the Fowler Municipal Code is hereby amended to read as follows:
2-1.201 - Mayor.

The Mayor shall receive a salary of two hundred ($200.00) two hundred seventy-seven dollars ($277.00) per month.
391
Section 9 , Item B
4901-7381-1854 v1
(Ord. 1-2 § 1; Ord. 2004-07 § 1 (part), 10-21-04)
Section 3. Title 2, Chapter 1, Section 2-1.202 of the Fowler Municipal Code is hereby amended to read as follows:
2-1.201 - Councilmembers.

Each member of the Council other than the Mayor shall receive a salary of one hundred fifty ($150.00) two hundred and seventy-seven dollars ($277.00) per month. (Ord. 1-2 § 1; Ord. 2004-07 § 1 (part), 10-21-04)
Section 4. CEQA Determination.

The Ordinance is exempt from the California Environmental Quality Act (“CEQA”) because it can be seen with certainty that there is no possibility that it will have a significant effect on the environment. (CEQA Guidelines § 15061(b)(3).) Further, the adoption and implementation of this Ordinance is not a project, as defined in CEQA Guidelines section 15378, because it has no potential for resulting in physical change to the environment, either directly or indirectly, and is therefore not subject to environmental review under CEQA pursuant to CEQA Guidelines section 15060(c)(3).

Section 5. The Mayor shall sign and the City Clerk shall certify the passage and adoption of this ordinance and shall cause the same to be published and posted pursuant to the provisions of law in that regard and this Ordinance shall take effect thirty (30) days after its final passage.

The foregoing ordinance was introduced at a regular meeting of the City Council held on February 17, 2026, and was adopted at a regular meeting of said Council held on ___________ , by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

APPROVED:

Juan Mejia, Mayor
392
Section 9 , Item B
4901-7381-1854 v1
ATTEST:

Angela Vasquez, City Clerk
APPROVED AS TO FORM:

By:

ROY C. SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
I, ______________________________, City Clerk of the City of Fowler, California, DO HEREBY CERTIFY that the foregoing is a true and accurate copy of the Ordinance passed and adopted by the City Council of the City of Fowler on the date and by the vote indicated herein. 393
Section 9 , Item B

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: February 17, 2026
FROM: DAWN E. MARPLE, City Planner
SUBJECT: CONSIDER Resolution No. 2825:
i. Approving an updated fee schedule for Planning Fees
and Development Impact Fees for 2026. Staff
Recommendation: Approve Resolution No. 2825.

EXECUTIVE SUMMARY
Approval of Resolution No. 2825 would update fee schedules for the City’s planning fees and development impact fees with the increased fees based on inflation. Increasing these fees will allow the City to recover the estimated costs incurred to process development applications and entitlements, and allow the City to collect the estimated costs for facilities and improvements needed to serve future development projects.

BACKGROUND
Planning Fees
The City of Fowler imposes planning fees to offset the cost to the City of processing, reviewing, and approving planning and development applications. The amounts of the planning fees are set by City Council Resolution. As done previously, planning fees are increased annually based on the Engineering News-Record (ENR) Construction Cost Index to cover the increased cost to the City of providing the services.

Government Code Section 66000 et seq., (specifically section 66014) authorizes the City to charge fees to applicants for development entitlements to process applications, provided the amount of the fee charged does not exceed the estimated reasonable cost of providing the service for which the fee is charged. Fees should be set at amounts so that the applicant is covering the cost to the City of processing the application.

The ENR Construction Cost Index increased 2.8% from January 2025 to January 2026. This index is a commonly used inflation measure in the building industry. The City is authorized to increase applicable fees to keep up with increased costs to the City of processing such applications and entitlements. An inflationary increase in the planning fees is necessary for the City to recover from the applicant the increased costs to the City in processing applications and 394
Section 9, Item C
entitlements for proposed development projects. The proposed increase in fees, in the attached updated Planning Fee Schedule (2026) (Exhibit A), does not exceed the estimated reasonable cost to the City of providing such services by City staff and consultants.

Development Impact Fees
The City of Fowler imposes development impact fees to fund facilities and improvements needed to serve new development. Fowler Municipal Code Section 3-8.01 authorizes development impact fees for: (1) general facilities necessary for the administration of the City; (2) law enforcement facilities and equipment; (3) fire protection and suppression facilities and equipment; (4) storm drainage facilities; (5) water supply facilities; (6) wastewater facilities; (7) traffic facilities; (8) groundwater recharge facilities; and (9) parks and recreation facilities. The last approved increase in development impact fees occurred in January 2025.

Fowler Municipal Code Section 3-8.06 authorizes the development impact fees to be adjusted each calendar year to account for inflation based on the National Average Construction Cost Index as published by the ENR, or similar construction cost indexes. Such an increase is subject to City Council review and approval by resolution, and is not deemed an increase in the amount of the fee subject to the provisions of Sections 66000, et seq., of the California Government Code.

As discussed above, the ENR Construction Cost Index increased 2.8% from January 2025 to January 2026. Again, pursuant to Government Code Section 66000, et seq., the City is authorized to charge development impact fees to developers as a condition of approval of development projects to fund the estimated costs of facilities and improvements needed to serve the new development. As the City continues to grow and costs continue to rise, the increased fees will help the City collect sufficient funds to provide new or improved facilities and infrastructure needed to serve new development.

PUBLIC NOTICE
A Notice of Public Hearing was duly published in The Business Journal on February 6, 2026, and February 13, 2026, in accordance with Government Code section 6062a.

ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act.

GENERAL PLAN CONSISTENCY
This action is consistent with the following General Plan Policies and Goals:

General Plan Goal ED-3
Fowler invests in necessary infrastructure, resources, and beautification to ensure the success of economic development strategies.

General Plan Policy OS-17
The City shall use a broad range of funding and economic development tools to ensure high quality development, maintenance, and programming of the City parks, trails, and recreation system.

General Plan Policy OS-18
395
Section 9, Item C
All residential projects shall be subject to the payment of park development impact fees, as adopted by resolution of the City Council. Payment of these development impact fees shall be in addition to any parkland dedication or in-lieu fee payment requirements in accordance with Fowler’s adopted Quimby Act Ordinance, as applicable, except as provided for in Policy OS-6.

General Plan Goal PF-1
Fowler provides reliable public facilities, utilities, and community services that meet the needs of the existing community and planned growth.

General Plan Policy PF-1
Require private and public land developments to provide all on-site and off-site facility improvements or pay in-lieu fees necessary to mitigate any development-generated public facility impacts.

General Plan Policy PF-3
Ensure that land divisions and developments are approved only when a project’s improvements, dedications, and fees fully cover incremental costs to the City and other agencies. Such improvements and infrastructure include parks, major streets, traffic signals, streetlights, drainage systems, sewer, water, fire, police, schools, and other related facilities.

General Plan Policy PF-4
Regularly evaluate and update, as necessary, development impact fees and other applicable City fees.

General Plan Policy PF-17
Continue to establish development fees and user rates that are sufficient to operate, maintain, and upgrade (for current and future regulatory requirements) the City’s water, wastewater, and stormwater infrastructure.

FISCAL IMPACT
This action will result in additional general fund revenue to offset the City’s increased costs in processing proposed development projects.

PROCUREMENT PROCESS
No procurement is associated with this action.

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.

Attachments
- Attachment 1: Resolution No. 2825
o Exhibit A: Planning Fee Schedule (2026)
o Exhibit B Development Impact Fee Schedule (2026)
396
Section 9, Item C
RESOLUTION NO. 2825

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER

APPROVING UPDATED FEE SCHEDULES FOR PLANNING FEES AND
DEVELOPMENT IMPACT FEES FOR CALENDAR YEAR 2026
WHEREAS, pursuant to Government Code Section 66000 et seq. and 66014, the City of Fowler (City) is authorized to impose planning fees on applicants for new development projects; and
WHEREAS, pursuant to Government Code Section 66000 et seq. and Chapter 8 of Title 3 of the Fowler Municipal Code, the City is authorized to impose development impact fees as a condition of approval of new development projects; and
WHEREAS, Resolution 2206, adopted on October 19, 2020, authorizes an annual inflationary adjustment to the planning fees charged by the City to reflect the increase in construction costs by a percentage equal to the national average construction cost index as published by the Engineering News Record; and
WHEREAS, Fowler Municipal Code section 3-8.06 authorizes an annual inflationary adjustment to development impact fees to reflect the increase in construction costs by a percentage equal to the national average construction cost index as published by the Engineering News Record, or similar construction cost indexes; and
WHEREAS, the inflationary index for 2026 is 2.8%, and the proposed increased fees are reflected in the respective schedules attached hereto as Exhibit A and Exhibit B; and WHEREAS, at a regular meeting on February 17, 2026, at 6:00pm, the Fowler City Council conducted a duly noticed public hearing to consider the proposed increased fees reflected in the City of Fowler Planning Fee Schedule (2026) (Exhibit A attached hereto) and City of Fowler Development Impact Fee Schedule (2026) (Exhibit B attached hereto); and WHEREAS, notice of said public hearing was duly published in the February 6, 2026 and February 13, 2026, editions of The Business Journal in accordance with Government Code Section 6062a, posted at City Hall and on the City’s website, and sent to interested parties via email; and WHEREAS, the City Council has independently reviewed and considered the City of Fowler Planning Fee Schedule (2026) and City of Fowler Development Impact Fee Schedule (2026) attached hereto as Exhibits A and B, respectively, and has evaluated and considered all written and oral comments and other information provided during the public hearing.

NOW THEREFORE, BASED UPON THE ENTIRE RECORD OF THE PROCEEDINGS, THE CITY COUNCIL RESOLVES AS FOLLOWS:

1. The updated Planning Fee Schedule (2026) attached hereto as Exhibit A is hereby approved, and the rates, fees, and charges set forth therein shall be effective beginning sixty 397
Section 9, Item C
(60) days after the adoption of this resolution, in accordance with Government Code Section 66017.

2. The updated Development Impact Fee Schedule (2026) attached hereto as Exhibit B is hereby approved, and the rates, fees, and charges set forth therein shall be effective beginning sixty (60) days after the adoption of this resolution, in accordance with Government Code Section 66017.

PASSED, APPROVED AND ADOPTED this 17th day of February 2026, at a regular meeting of the Fowler City Council by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

APPROVED:
___________________________
Juan Mejia, Mayor
ATTEST:
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:

By:

ROY C. SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
398
Section 9, Item C
Abandoned Residential Property Registration $349 2.8% $359 Abandonment of Right-of-Way $2,787 2.8% $2,865
Accessory Dwelling Unit $750 2.8% $771
Administrative Review $1,029 2.8% $1,058 See Notes 1, 2 Annexation / Pre-zone (0-6 acres) $7,281 2.8% $7,485 See Notes 1, 2 Annexation / Pre-zone (6 plus acres) $10,670 2.8% $10,969 See Notes 1, 2 Annexation Extension $696 2.8% $716
Appeal to the City Council $630 2.8% $648 See Note 6
Appeal to the Planning Commission $630 2.8% $648 See Note 6 Building Demolition Permit $565 2.8% $581
Deferral Agreement $920 2.8% $946
Finding of EIR Conformity $1,972 2.8% $2,027 See Note 3 Health and Safety Inspection $118 2.8% $121
In Lieu Parking Fee (at least 75% of parking requirement must be met, per space) $5,917 2.8% $6,082 Ministerial Plan Review (does not include Accessory Dwelling Units) $579 2.8% $595 Out of Area Service Agreement $1,316 2.8% $1,352 See Notes 1, 2 Planned Development Permit $2,920 2.8% $3,002
Reasonable Accomodation Hourly --------- --------- See Note 7 Temporary Sign/Banner $40 2.8% $41
Water Well Demolition $545 2.8% $560
Zone Clearance $620 2.8% $637
Conditional Use Permit - Amendment, Major $1,459 2.8% $1,500 See Note 6 Conditional Use Permit - Amendment, Minor $579 2.8% $595 Conditional Use Permit - Extension $1,228 2.8% $1,263 See Note 6 Conditional Use Permit - Major $2,920 2.8% $3,002 See Notes 1, 2, 6 Conditional Use Permit - Minor $1,459 2.8% $1,500 See Notes 1, 2, 6 Temporary Use Permit $188 2.8% $193
Development Agreement $5,575 2.8% $5,731 See Notes 1, 2 Development Agreement - Amendment $1,742 2.8% $1,791
Categorical Exemption $514 2.8% $528
Environmental Review - Negative Declaration $6,409 2.8% $6,588 See Notes 1, 2, 3 Environmental Review - Mitigated Negative Declaration $8,010 2.8% $8,234 See Notes 1, 2, 3 Environmental Review - EIR $14,522 2.8% $14,929 See Notes 1, 2, 3 Environmental Notice of Determination - Negative Declaration --------- --------- --------- See Note 4 Environmental Notice of Determination - EIR --------- --------- --------- See Note 4 General Plan Amendment
Major (greater than 5 acre sites) $5,326 2.8% $5,475 See Notes 1, 2 Minor (5 acre or less sites) $2,662 2.8% $2,737 See Notes 1, 2 General Plan Amendment with Concurrent Rezoning
Major (greater than 5 acre sites) $7,890 2.8% $8,111 See Notes 1, 2 Minor (5 acre or less sites) $3,946 2.8% $4,056 See Notes 1, 2 Garage Sale Permit (after 2 sales) $36 2.8% $38
Home Occupation Permit $52 2.8% $54
Exhibit A
Planning Fee Schedule 2026
2026
2025 Fee Increase % 2026 Fee
City of Fowler
Conditional Use Permit
Environmental Review
Type of Application Notes
399
Section 9, Item C
Specific Plan --------- --------- --------- See Note 3
Lot Line Adjustment $2,050 2.8% $2,108 See Notes 1, 2
Tentative Parcel Map $5,387 2.8% $5,538 See Notes 1, 2
Final Parcel Map $5,017 2.8% $5,158 See Notes 1, 2
Revised Parcel Map $2,030 2.8% $2,086 See Notes 1, 2
Tentative Subdivision Map - Small (5-10 lots) $10,781 2.8% $11,083 See Notes 1, 2 Tentative Subdivision Map - Greater than 10 lots $12,825 2.8% $13,184 See Notes 1, 2 Final Subdivision Map - Small (5-10 lots) $3,580 2.8% $3,680 Final Subdivision Map - Greater than 10 lots $5,520 2.8% $5,674 Revised Tentative Subdivision Map $7,341 2.8% $7,546 See Notes 1, 2 Tentative Tract Map Extension $1,228 2.8% $1,262
Landscaping / Conservation Review - Residential $735 2.8% $755 Landscaping / Conservation Review - Commercial $1,507 2.8% $1,550 Manufactured Housing Permit $500 2.8% $514
Sign Review $148 2.8% $152
Site Plan Review
Major (greater than 1 acre sites) $2,920 2.8% $3,002 See Notes 1, 2 Minor (1 acre or less sites) $1,459 2.8% $1,500 See Notes 1, 2 Major Amendment $1,459 2.8% $1,500
Minor Amendment $579 2.8% $595
Preliminary Map/Site Plan Review (after 1 review) $762 2.8% $783 Major (commercial, industrial, multifamilyl) $2,025 2.8% $2,082 See Notes 1, 2 Minor (single family residential) $1,012 2.8% $1,041 See Notes 1, 2 Minor Deviation $147 2.8% $151
Classification of Zoning Use $696 2.8% $716
Rezoning
Major Change (map change greater than 5 acres) $5,253 2.8% $5,400 See Notes 1, 2 Minor Change (map change 5 acres or less/or text amendment) $2,630 2.8% $2,704 See Notes 1, 2 Zone Clearnace $620 2.8% $637
Zone Map Amendment $5,350 2.8% $5,499 See Notes 1, 2
Zone Text Amendment $5,181 2.8% $5,326 See Notes 1, 2
Land Division Applications
Variance
Zoning

1. More Complex projects require a consultant proposal for estimated cost.

2. Should a project require additional study, staff time, public hearings, or notification, then additional funds shall be deposited in an amount determined by the Director.

3. For Specific Plans, Negative Declarations, and EIRs prepared by qualified consultants under contract to the City, the fee shall be cost + 15%.

4. CEQA filing fees shall be as required by the California Department of Fish and Wildlife website and shall include filing fees for the Fresno County Clerk. Checks in the required amount shall be deposited with the City prior to the final public hearing adopting the environmental document and shall be returned if the project is denied.

Notes:

5. After receiving two incomplete letters from City staff on a given project, applicants are required to pay 60% of the application fee for each resubmittal past receipt of the second incompleteness letter, if 25% or more of comments from the City's previous review have been unaddressed.

7. Hourly rates are set at $155, consistent with the hourly billing rate of the City Planner.

6. Applicants are required to pay an additional $300 for public noticing of each public hearing. 400
Section 9, Item C

1. If an application is withdrawn or returned before it is deemed complete or within two weeks of submittal, whichever occurs first, then the applicant shall be entitled to a full refund.

2. If an application is withdrawn or returned after the initial period described above, but no later than six months after submittal and prior to scheduling for a earing or an administrative decision, then the applicant shall be refunded half of the application fees.

3. After six months from application submittal, or once an application has been scheduled for a public hearing or administrative decision, whichever occurs first, no refunds shall be given.

Refunds:
401
Section 9, Item C
Single Family Multi-Family Commercial Industrial Institutional General Services $1,440 $1,008 $449 $135 $225
Law Enforcement $1,015 $710 $316 $94 $158
Fire Department $1,202 $841 $374 $112 $188
Water $2,883 $2,018 $898 $270 $450
Sewer $4,374 $3,061 $1,362 $409 $681
Storm Drain $5,686 $9,320 $12,081 $13,503 $12,081
Traffic $570 $601 $2,590 $330 $819
Ground Water Recharge $954 $668 $297 $89 $148
Park Development
Parks and Recreation
Facilities $4,238 $2,965
Quimby Act Fee $2,783 $2,783
Single Family Multi-Family Commercial Industrial Institutional General Services $1,401 $981 $436 $131 $219
Law Enforcement $987 $691 $307 $92 $154
Fire Department $1,169 $818 $364 $109 $183
Water $2,805 $1,963 $874 $262 $437
Sewer $4,255 $2,978 $1,325 $398 $663
Storm Drain $5,531 $9,066 $11,752 $13,135 $11,752
Traffic $554 $585 $2,519 $321 $797
Ground Water Recharge $928 $650 $289 $86 $144
Park Development
Parks and Recreation
Facilities $4,122 $2,885
Quimby Act Fee $2,707 $2,707
Land Use
Residential per Unit Non-Residential per 1,000 Square Feet Development Impact Fee Schedule (2026)
Exhibit "B"
Development Impact Fee Schedule (2025)
Residential per Unit
Land Use
Non-Residential per 1,000 Square Feet
* * * * *
* * * * *
* Denotes the fee is per acre, bit per unit or per 1,000 sq ft. 402
Section 9, Item C

CITY COUNCIL MEETING

REPORT TO THE CITY COUNCIL
DATE: February 17, 2026
FROM: DAWN E. MARPLE, City Planner
SUBJECT: CONSIDER Resolution No. 2826:
i. Authorizing the City Manager to execute agreements with the United States Department of Transportation for the City of Fowler Better Utilizing Investments to Leverage
Development (BUILD) grant application.

EXECUTIVE SUMMARY
Staff recommends the City Council approve a resolution authorizing the City Manager to execute agreements with the United States Department of Transportation for the City of Fowler Better Utilizing Investments to Leverage Development (BUILD) grant application.

BACKGROUND
The City is seeking funds from the United States Department of Transportation through the BUILD grant program. The resolution is required as part of the award process. Having the resolution completed when submitting an application is advantageous and staff strive to do so whenever possible.

The grant application is due February 24, 2026. Staff are preparing an application for the planning efforts associated with the improvement of the Manning Avenue State Route 99 (SR 99) interchange. The project would include public outreach, technical studies, environmental review, and preliminary design to facilitate the eventual improvement of the Manning Avenue interchange.

The Manning Avenue interchange was installed in 1965. Safety and road standards have changed significantly since that time and Caltrans does not currently recommend the design of the existing facilities. Additionally, development has increased in Fowler and the Central Valley region. The LOS of the Manning Avenue interchange and adjacent intersections does not meet the requirements of the City of Fowler General Plan. Finally, Fowler is a major access point to SR 99, Golden State Boulevard, and the regional connections of those transportation facilities for other Central Valley communities, including Orange Cove, Selma, Reedley, and Parlier, among others. The proposed project would further facilitate these connections by improving the Manning Avenue interchange and increasing access to the regional highway network from the industrial center of Fowler, a benefit for the City itself and the other regional communities that use this interchange daily.
403
Section 9, Item D

PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.

ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act.

GENERAL PLAN CONSISTENCY
General Plan Goal MOB-2
The circulation system is safe, connected, and well-integrated with public transit and neighboring jurisdictions.

General Plan Goal MOB-5
Safe, well-designed, multi-modal connections exist across State Route 99, Golden State Boulevard, and the Union Pacific Railroad.

General Plan Policy MOB-28
Seek all available means to finance improvements, including State and Federal grants

FISCAL IMPACT
If awarded, the grant award would have a positive fiscal impact for the City.

PROCUREMENT PROCESS
If awarded, the procurement processes of the City of Fowler and of the United States Department of Transportation will be adhered to.

CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.

Attachments
- Resolution No. 2826
404
Section 9, Item D
RESOLUTION NO. 2826

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER

AUTHORIZING APPLICATION FOR AND RECEIPT OF BETTER UTILIZING

INVESTMENTS TO LEVERAGE DEVELOPMENT (BUILD) GRANT FUNDS WHEREAS, the City Council of the City of Fowler is eligible to receive Federal funding for certain transportation related projects through the United States Department of Transportation; and
WHEREAS, the City Council of the City of Fowler is in support of the grant application to the United States Department of Transportation for the Better Utilizing Investments to Leverage Development (BUILD) grant program to conduct public outreach, technical studies, environmental review, and preliminary design to facilitate the eventual improvement of the Manning Avenue State Route 99 interchange; and
WHEREAS, a grant agreement and other documents may need to be executed with the United States Department of Transportation before such funds can be reimbursed through the BUILD grant program; and
WHEREAS, the City Council of the City of Fowler wishes to delegate authorization to execute these agreements and any amendments thereto; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fowler that the City Manager is authorized to execute all grant agreements and other documents and any amendments thereto related to the United States Department of Transportation for the City of Fowler BUILD grant application.

PASSED, APPROVED AND ADOPTED this 17th day of February 2026, at a regular meeting of the Fowler City Council by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT: APPROVED:
___________________________
ATTEST: Juan Mejia, Mayor
____________________________
Angela Vasquez, City Clerk
APPROVED AS TO FORM:

By:

ROY C. SANTOS, City Attorney
Burke, Williams & Sorensen, LLP
405
Section 9, Item D

Fowler City CouncilFebruary 17, 2026

Fowler City Council
February 17, 2026