AM NOON PM PM NOON AM
0 2 1 0
0 18 0 26
1 0 0 0
0 0 0 0 0 18 0 16
0 0 0 0 TEV 1325 0 1429 0 0 0 0
0 0 0 0 PHF 0.97 0.94
0 0 0 0
0 1 2 0
AM NOON PM PM NOON AM
PM 0 0 757 25 PM
NOON 0 0 0 0 NOON
AM 0 0 516 15 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 736
NORTHBOUND
S Clovis Ave
Cars (NOON) HT (NOON)
NONE
64 0 45
Cars (AM) 590 HT (AM)
E Lincoln Ave
EASTBOUND
WESTBOUND
E Lincoln Ave
0 0 0
CONTROL
1-Way Stop(WB)
0 NONE
04:15 PM - 05:15 PM 775
S Clovis Ave & E Lincoln Ave
Peak Hour Turning Movement Count
S Clovis Ave Tuesday
SOUTHBOUND 11/14/2023
PEAK HOURS
4:00 PM - 06:00 PM
07:15 AM - 08:15 AM 544 7:00 AM - 09:00 AM
COUNT PERIODS
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
PMNOONAMAMNOONPM
PMNOONAMAMNOONPM
0 0
0 0
0 0
0 0 0 0 0
0 0
0 0
0 0
0 0 0 0 0 0 0
0 0
0 2
0 0
0411
0573
0 0
0 0
0 0
000
000
0 0
0 2
0 0
0881
0431
18 0
0 16
0 0
053138
070022
0 0
0 0
0 0
000
000
26 0
0 14
0 0
063229
047314
311
Section 7, Item 7D
Prepared by National Data & Surveying Services
ID: 23-090143-006 Day:
City: Fowler Date:
AM 1 47 9 0 AM
NOON 0 0 0 0 NOON
PM 2 53 3 0 PM
AM NOON PM PM NOON AM
0 1 0 0
0 5 0 5
1 29 0 32
0 0 0 0 0 3 0 8
0 0 0 0 TEV 194 0 233 0 0 0 0
26 0 50 1 PHF 0.90 0.90
17 0 14 0
0 0 1 0
AM NOON PM PM NOON AM
PM 0 6 66 2 PM
NOON 0 0 0 0 NOON
AM 0 12 31 6 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 72
NORTHBOUND
S Fowler Ave
Cars (NOON) HT (NOON)
NONE
55 0 41
Cars (AM) 70 HT (AM)
E Lincoln Ave
EASTBOUND
WESTBOUND
E Lincoln Ave
45 0 37
CONTROL
2-Way Stop(EB/WB)
0 NONE
04:15 PM - 05:15 PM 71
S Fowler Ave & E Lincoln Ave
Peak Hour Turning Movement Count
S Fowler Ave Tuesday
SOUTHBOUND 11/14/2023
PEAK HOURS
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 36 7:00 AM - 09:00 AM
COUNT PERIODS
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
PMNOONAMAMNOONPM
PMNOONAMAMNOONPM
0 0
0 0
0 0
0 0 0 0 0
0 0
0 0
0 0
0 0 0 0 0 0 0
0 3
1 1
3 0
020
040
0 0
0 0
0 0
000
000
0 0
1 1
1 0
100
002
5 26
13 2
47 0
2513
6622
0 0
0 0
0 0
000
000
5 32
16 7
25 0
0479
12314
312
Section 7, Item 7D
Prepared by National Data & Surveying Services
ID: 23-090143-007 Day:
City: Fowler Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0
0 0 0 0
1 63 0 72
0 0 0 0 0 0 0 0
0 0 0 0 TEV 299 0 398 0 0 0 0
119 0 125 1 PHF 0.86 0.87
0 0 0 0
0 0 1 1
AM NOON PM PM NOON AM
PM 0 3 0 207 PM
NOON 0 0 0 0 NOON
AM 0 1 0 107 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 0
NORTHBOUND
SR 99 SB Ramps
Cars (NOON) HT (NOON)
NONE
332 0 226
Cars (AM) 0 HT (AM)
E Adams Ave
EASTBOUND
WESTBOUND
E Adams Ave
73 0 66
CONTROL
1-Way Stop(NB)
0 NONE
04:00 PM - 05:00 PM 0
SR 99 SB Ramps & E Adams Ave
Peak Hour Turning Movement Count
SR 99 SB Ramps Tuesday
SOUTHBOUND 11/14/2023
PEAK HOURS
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 0 7:00 AM - 09:00 AM
COUNT PERIODS
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
PMNOONAMAMNOONPM
PMNOONAMAMNOONPM
0 0
0 0
0 0
0 0 0 0 0
0 0
0 0
0 0
0 0 0 0 0 0 0
0 3
0 0
6 0
000
007
0 0
0 0
0 0
000
000
0 1
0 0
5 0
000
007
0 60
0 0
119
0 000
30200
0 0
0 0
0 0
000
000
0 71
0 0
114
0 000
10100
313
Section 7, Item 7D
Prepared by National Data & Surveying Services
ID: 23-090143-008 Day:
City: Fowler Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0
1 171 0 279
1 63 0 75
0 0 0 0 0 0 0 0
0 0 0 0 TEV 580 0 570 0 0 0 0
226 0 336 1 PHF 0.95 0.87
0 0 0 0
0 0 0 0
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 0
NORTHBOUND
SR 99 NB on ramps
Cars (NOON) HT (NOON)
NONE
336 0 226
Cars (AM) 0 HT (AM)
W Adams Ave
EASTBOUND
WESTBOUND
W Adams Ave
75 0 63
CONTROL
No Control
0 NONE
04:00 PM - 05:00 PM 171
SR 99 NB on ramps & W Adams Ave
Peak Hour Turning Movement Count
SR 99 NB on ramps Tuesday
SOUTHBOUND 11/14/2023
PEAK HOURS
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 279 7:00 AM - 09:00 AM
COUNT PERIODS
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
PMNOONAMAMNOONPM
PMNOONAMAMNOONPM
0 0
0 0
0 0
0 0 0 0 0
0 0
0 0
0 0
0 0 0 0 0 0 0
8 3
0 0
13 0
000
000
0 0
0 0
0 0
000
000
12 1
0 0
12 0
000
000
163
60 0 0
323
0 000
000
0 0
0 0
0 0
000
000
267
74 0 0
214
0 000
000
314
Section 7, Item 7D
Prepared by National Data & Surveying Services
ID: 23-090143-009 Day:
City: Fowler Date:
AM 41 151 545 2 AM
NOON 0 0 0 0 NOON
PM 31 173 427 2 PM
AM NOON PM PM NOON AM
0 2 1 0
0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0
25 0 65 0 TEV 1084 0 1105 0 0 0 0
17 0 24 1 PHF 0.94 0.84
58 0 170 1
0 1 2 1
AM NOON PM PM NOON AM
PM 0 2 201 10 PM
NOON 0 0 0 0 NOON
AM 0 4 232 9 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 209
NORTHBOUND
S Clovis Ave
Cars (NOON) HT (NOON)
NONE
461 0 571
Cars (AM) 343 HT (AM)
SR 99 SB Ramps
EASTBOUND
WESTBOUND
SR 99 SB Ramps
45 0 33
CONTROL
1-Way Stop(EB)
0 NONE
04:00 PM - 05:00 PM 268
S Clovis Ave & SR 99 SB Ramps
Peak Hour Turning Movement Count
S Clovis Ave Tuesday
SOUTHBOUND 11/14/2023
PEAK HOURS
4:00 PM - 06:00 PM
07:15 AM - 08:15 AM 259 7:00 AM - 09:00 AM
COUNT PERIODS
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
PMNOONAMAMNOONPM
PMNOONAMAMNOONPM
0 0
0 0
0 0
0 0 0 0 0
0 0
0 0
0 0
0 0 0 0 0 0 0
0 0
10 0
0 4
41832
0142
0 0
0 0
0 0
000
000
0 0
6 0
4 2
13566
0182
0 0
160 0
24 61
27155395
21878
0 0
0 0
0 0
000
000
0 0
52 0
13 23
40116479
42147
315
Section 7, Item 7D
Prepared by National Data & Surveying Services
ID: 23-090143-010 Day:
City: Fowler Date:
AM 21 72 0 0 AM
NOON 0 0 0 0 NOON
PM 14 196 0 0 PM
AM NOON PM PM NOON AM
1 1 0 0
0 0 0 0
1 33 0 42
0 0 0 0 0 0 0 0
0 0 0 0 TEV 172 0 305 0 0 0 0
0 0 0 0 PHF 0.93 0.67
37 0 62 1
0 0 0 0
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
0 NONE
04:00 PM - 05:00 PM 0
SR 99 SB Off Ramp & E Clayton Ave
Peak Hour Turning Movement Count
SR 99 SB Off Ramp Tuesday
SOUTHBOUND 11/14/2023
PEAK HOURS
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 0 7:00 AM - 09:00 AM
COUNT PERIODS
NONE
0 0 0
Cars (AM) 258 HT (AM)
E Clayton Ave
EASTBOUND
WESTBOUND
E Clayton Ave
63 0 47
CONTROL
1-Way Stop(WB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 109
NORTHBOUND
SR 99 SB Off Ramp
Cars (NOON) HT (NOON)
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
PMNOONAMAMNOONPM
PMNOONAMAMNOONPM
0 0
0 0
0 0
0 0 0 0 0
0 0
0 0
0 0
0 0 0 0 0 0 0
0 4
6 0
0 0
380
000
0 0
0 0
0 0
000
000
0 0
4 0
0 0
190
000
0 29
56 0
0 0
111880
000
0 0
0 0
0 0
000
000
0 42
33 0
0 0
20630
000
316
Section 7, Item 7D
Prepared by National Data & Surveying Services
ID: 23-090143-011 Day:
City: Fowler Date:
AM 19 702 0 0 AM
NOON 0 0 0 0 NOON
PM 27 605 0 0 PM
AM NOON PM PM NOON AM
0 2 0 0
1 573 0 416
0 0 0 0
0 0 0 0 1 24 0 29
0 0 0 0 TEV 1423 0 1494 0 0 0 0
0 0 0 0 PHF 0.95 0.97
0 0 0 0
0 1 2 0
AM NOON PM PM NOON AM
PM 1 68 196 0 PM
NOON 0 0 0 0 NOON
AM 0 118 139 0 AM
0 NONE
04:00 PM - 05:00 PM 769
SR 99 NB Ramps & S Clovis Ave
Peak Hour Turning Movement Count
SR 99 NB Ramps Tuesday
SOUTHBOUND 11/14/2023
PEAK HOURS
4:00 PM - 06:00 PM
07:15 AM - 08:15 AM 555 7:00 AM - 09:00 AM
COUNT PERIODS
NONE
0 0 0
Cars (AM) 630 HT (AM)
S Clovis Ave
EASTBOUND
WESTBOUND
S Clovis Ave
137 0 95
CONTROL
1-Way Stop (WB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 731
NORTHBOUND
SR 99 NB Ramps
Cars (NOON) HT (NOON)
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
PMNOONAMAMNOONPM
PMNOONAMAMNOONPM
0 0
0 0
0 0
0 0 0 0 0
0 0
0 0
0 0
0 0 0 0 0 0 0
53 0
0 5
0 0
4550
2170
0 0
0 0
0 0
000
000
37 0
0 0
0 0
21070
5150
520
0 0 19
0 0
235500
661790
0 0
0 0
0 0
000
000
379
0 0 29
0 0
175950
1131240
317
Section 7, Item 7D
Prepared by National Data & Surveying Services
ID: 24-090021-001 Day:
City: Fresno Date:
AM 134 0 115 0 AM
NOON 0 0 0 0 NOON
PM 34 0 73 0 PM
AM NOON PM PM NOON AM
1 0 1 0
0 0 0 0
1 65 0 122
0 0 0 0 0 0 0 0
0 0 0 0 TEV 473 0 419 0 0 0 0
102 0 247 1 PHF 0.79 0.81
0 0 0 0
0 0 0 0
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 0
NORTHBOUND
SR 99 SB Off Ramp
Cars (NOON) HT (NOON)
NONE
320 0 217
Cars (AM) 0 HT (AM)
American Ave
EASTBOUND
WESTBOUND
American Ave
256 0 99
CONTROL
1-Way Stop (SB)
0 NONE
04:15 PM - 05:15 PM 0
SR 99 SB Off Ramp & American Ave
Peak Hour Turning Movement Count
SR 99 SB Off Ramp Thursday
SOUTHBOUND 2/22/2024
PEAK HOURS
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 0 7:00 AM - 09:00 AM
COUNT PERIODS
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
PMNOONAMAMNOONPM
PMNOONAMAMNOONPM
0 0
0 0
0 0
00 000
0 0
0 0
0 0
0 00 000 0
0 7
0 0
12 0
108
000
0 0
0 0
0 0
000
000
0 22
0 0
18 0
9015
000
0 58
0 0
235
0 33065
000
0 0
0 0
0 0
000
000
0 100
0 0
84 0
1250100
000
318
Section 7, Item 7D
Prepared by National Data & Surveying Services
ID: 24-090021-002 Day:
City: Fresno Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0
0.5 139 0 89
0.5 65 0 124
0 0 0 0 0 0 0 0
46 0 116 0 TEV 434 0 523 0 0 0 0
175 0 203 1 PHF 0.73 0.80
0 0 0 0
0 0 0 0
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 0
NORTHBOUND
SR 99 NB On Ramp
Cars (NOON) HT (NOON)
NONE
203 0 175
Cars (AM) 0 HT (AM)
American Ave
EASTBOUND
WESTBOUND
American Ave
124 0 65
CONTROL
No Control
0 NONE
04:15 PM - 05:15 PM 255
SR 99 NB On Ramp & American Ave
Peak Hour Turning Movement Count
SR 99 NB On Ramp Thursday
SOUTHBOUND 2/22/2024
PEAK HOURS
4:00 PM - 06:00 PM
07:15 AM - 08:15 AM 135 7:00 AM - 09:00 AM
COUNT PERIODS
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
PMNOONAMAMNOONPM
PMNOONAMAMNOONPM
0 0
0 0
0 0
00 000
0 0
0 0
0 0
0 00 000 0
8 7
0 0
12 8
000
000
0 0
0 0
0 0
000
000
10 19
0 0
23 7
000
000
131
58 0 0
191
108
000
000
0 0
0 0
0 0
000
000
79 105
0 0
152
39 000
000
319
Section 7, Item 7D
Prepared by National Data & Surveying Services
ID: 24-090021-003 Day:
City: Fowler Date:
AM 14 85 202 0 AM
NOON 0 0 0 0 NOON
PM 32 126 172 0 PM
AM NOON PM PM NOON AM
0.5 0.5 0 0
0 0 0 0
2 116 0 98
0 0 0 0 0 215 0 217
0 0 0 0 TEV 1180 0 1074 0 0 0 0
201 0 135 2 PHF 0.91 0.94
27 0 32 0
0 0 1 0
AM NOON PM PM NOON AM
PM 0 13 0 233 PM
NOON 0 0 0 0 NOON
AM 0 10 0 326 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 329
NORTHBOUND
Fowler Ave/SR 99 SB Off Ramp
Cars (NOON) HT (NOON)
NONE
540 0 729
Cars (AM) 373 HT (AM)
Merced St
EASTBOUND
WESTBOUND
Merced St
122 0 161
CONTROL
4-Way Stop
0 NONE
04:15 PM - 05:15 PM 0
Fowler Ave/SR 99 SB Off Ramp & Merced St
Peak Hour Turning Movement Count
Fowler Ave/SR 99 SB Off Ramp Thursday
SOUTHBOUND 2/22/2024
PEAK HOURS
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 0 7:00 AM - 09:00 AM
COUNT PERIODS
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
PMNOONAMAMNOONPM
PMNOONAMAMNOONPM
0 0
0 0
0 0
10 100
0 0
0 0
0 0
0 00 000 2
0 2
0 4
4 0
146
009
0 0
0 0
0 0
000
000
0 6
1 16
2 0
0914
108
0 114
32 211
131
0 31122166
130224
0 0
0 0
0 0
000
000
0 92
26 201
199
0 1476188
90318
320
Section 7, Item 7D
Prepared by National Data & Surveying Services
ID: 24-090021-004 Day:
City: Fowler Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0
0 188 0 210
1 306 0 307
0 0 0 0 0 0 0 0
161 0 152 0 TEV 1383 0 1172 0 0 0 0
568 0 386 1 PHF 0.92 0.94
0 0 0 0
0 0 1 0
AM NOON PM PM NOON AM
PM 0 24 4 112 PM
NOON 0 0 0 0 NOON
AM 0 12 0 125 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 0
NORTHBOUND
SR 99 NB Ramps
Cars (NOON) HT (NOON)
NONE
498 0 693
Cars (AM) 0 HT (AM)
Merced St
EASTBOUND
WESTBOUND
Merced St
319 0 330
CONTROL
1-Way Stop (NB)
0 NONE
04:15 PM - 05:15 PM 344
SR 99 NB Ramps & Merced St
Peak Hour Turning Movement Count
SR 99 NB Ramps Thursday
SOUTHBOUND 2/22/2024
PEAK HOURS
4:00 PM - 06:00 PM
07:30 AM - 08:30 AM 371 7:00 AM - 09:00 AM
COUNT PERIODS
AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
PMNOONAMAMNOONPM
PMNOONAMAMNOONPM
0 0
0 0
0 0
10 100
0 0
0 0
0 0
0 00 000 2
7 5
0 0
8 11
000
119
0 0
0 0
0 0
000
000
7 21
0 0
20 4
000
2011
181
301
0 0
378
141
000
233103
0 0
0 0
0 0
000
000
203
286
0 0
548
157
000
100114
321
Section 7, Item 7D
Appendix C – Synchro Worksheets
322
Section 7, Item 7D
EXISTING CONDITIONS
323
Section 7, Item 7D
HCM 6th TWSC
1: American Ave & SR 99 SB Off Ramp 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 5.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 102 122 0 115 134
Future Vol, veh/h 0 102 122 0 115 134
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 225
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 79 79 79 79 79 79
Heavy Vehicles, % 3 17 18 3 13 7
Mvmt Flow 0 129 154 0 146 170
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 283 154
Stage 1 - - - - 154 -
Stage 2 - - - - 129 -
Critical Hdwy - - - - 6.53 6.27
Critical Hdwy Stg 1 - - - - 5.53 -
Critical Hdwy Stg 2 - - - - 5.53 -
Follow-up Hdwy - - - - 3.617 3.363
Pot Cap-1 Maneuver 0 - - 0 684 879
Stage 1 0 - - 0 848 -
Stage 2 0 - - 0 870 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 684 879
Mov Cap-2 Maneuver - - - - 684 -
Stage 1 - - - - 848 -
Stage 2 - - - - 870 -
Approach EB WB SB
HCM Control Delay, s/v 0 0 10.8
HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1 SBLn2
Capacity (veh/h) - - 684 879
HCM Lane V/C Ratio - - 0.213 0.193
HCM Control Delay (s/veh) - - 11.7 10.1
HCM Lane LOS - - B B
HCM 95th %tile Q (veh) - - 0.8 0.7
+ + r
324
Section 7, Item 7D
HCM 6th TWSC
2: American Ave & SR 99 NB On Ramp 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 2
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 46 175 0 0 124 82 0 0 0 0
Future Vol, veh/h 46 175 0 0 124 82 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - Free - None - -
Storage Length - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - 0 - 0 -
Grade, % - 0 - - 0 - 0 - 0 -
Peak Hour Factor 73 73 73 73 73 73 73 73 73 73
Heavy Vehicles, % 15 13 3 3 15 12 3 3 3 3
Mvmt Flow 63 240 0 0 170 112 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 170 0 - - - 0 - 240
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy 4.25 - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy 2.335 - - - - - - 3.327
Pot Cap-1 Maneuver 1332 - 0 0 - 0 0 796
Stage 1 - - 0 0 - 0 0 -
Stage 2 - - 0 0 - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1332 - - - - - - 796
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 1.6 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT
Capacity (veh/h) - 1332 - -
HCM Lane V/C Ratio - 0.047 - -
HCM Control Delay (s/veh) 0 7.8 0 -
HCM Lane LOS A A A -
HCM 95th %tile Q (veh) - 0.1 - -
325
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 3
Intersection
Int Delay, s/veh 1.1
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 20 18 239 12 19 283
Future Vol, veh/h 20 18 239 12 19 283
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 42 42 13 13 10 10
Mvmt Flow 22 20 263 13 21 311
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 479 132 0 0 276 0
Stage 1 263 - - - - -
Stage 2 216 - - - - -
Critical Hdwy 7.64 7.74 - - 4.3 -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.64 - - - - -
Follow-up Hdwy 3.92 3.72 - - 2.3 -
Pot Cap-1 Maneuver 426 779 - - 1228 -
Stage 1 650 - - - - -
Stage 2 692 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 412 779 - - 1228 -
Mov Cap-2 Maneuver 412 - - - - -
Stage 1 650 - - - - -
Stage 2 668 - - - - -
Approach EB SE NW
HCM Control Delay, s/v 12.4 0 0.5
HCM LOS B
Minor Lane/Major Mvmt NWL NWT EBLn1 SET SER
Capacity (veh/h) 1228 - 530 - -
HCM Lane V/C Ratio 0.017 - 0.079 - -
HCM Control Delay (s/veh) 8 - 12.4 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q (veh) 0.1 - 0.3 - -
326
Section 7, Item 7D
HCM 6th TWSC
4: Clovis Ave & Jefferson Ave 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 4
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 0 1 4 0 0 3 537 1 3 749 1
Future Vol, veh/h 1 0 1 4 0 0 3 537 1 3 749 1
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 - - - - - - 150 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 25 25 25 25 25 33 38 90 25 75 92 25
Heavy Vehicles, % 42 3 42 3 3 3 33 8 3 33 12 3
Mvmt Flow 4 0 4 16 0 0 8 597 4 4 814 4
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1139 1441 409 1030 1441 301 818 0 0 601 0 0 Stage 1 824 824 - 615 615 - - - - - - -
Stage 2 315 617 - 415 826 - - - - - - -
Critical Hdwy 8.34 6.56 7.74 7.56 6.56 6.96 4.76 - - 4.76 - - Critical Hdwy Stg 1 7.34 5.56 - 6.56 5.56 - - - - - - - Critical Hdwy Stg 2 7.34 5.56 - 6.56 5.56 - - - - - - - Follow-up Hdwy 3.92 4.03 3.72 3.53 4.03 3.33 2.53 - - 2.53 - - Pot Cap-1 Maneuver 115 130 493 186 130 692 634 - - 788 - - Stage 1 259 383 - 443 478 - - - - - - -
Stage 2 571 477 - 583 382 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 114 128 493 182 128 692 634 - - 788 - - Mov Cap-2 Maneuver 114 128 - 182 128 - - - - - - -
Stage 1 256 381 - 437 472 - - - - - - -
Stage 2 564 471 - 575 380 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 25.3 26.7 0.1 0
HCM LOS D D
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 634 - - 185 182 788 - -
HCM Lane V/C Ratio 0.012 - - 0.043 0.088 0.005 - -
HCM Control Delay (s/veh) 10.8 - - 25.3 26.7 9.6 - -
HCM Lane LOS B - - D D A - -
HCM 95th %tile Q (veh) 0 - - 0.1 0.3 0 - -
4* 4* *1+1* *1+1*
327
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 5
Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 16 26 0 516 15 30 720
Future Vol, veh/h 16 26 0 516 15 30 720
Conflicting Peds, #/hr 26 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - - 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 97 97 92 97 97 97 97
Heavy Vehicles, % 12 3 3 8 6 3 12
Mvmt Flow 16 27 0 532 15 31 742
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1014 289 742 0 0 562 0
Stage 1 555 - - - - - -
Stage 2 459 - - - - - -
Critical Hdwy 7.04 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.04 - - - - - -
Critical Hdwy Stg 2 6.04 - - - - - -
Follow-up Hdwy 3.62 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 218 705 482 - - 999 -
Stage 1 511 - - - - - -
Stage 2 575 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 203 695 482 - - 985 -
Mov Cap-2 Maneuver 203 - - - - - -
Stage 1 504 - - - - - -
Stage 2 543 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 16.3 0 0.4
HCM LOS C
Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT
Capacity (veh/h) 482 - - 361 985 -
HCM Lane V/C Ratio - - - 0.12 0.031 -
HCM Control Delay (s/veh) 0 - - 16.3 8.8 -
HCM Lane LOS A - - C A -
HCM 95th %tile Q (veh) 0 - - 0.4 0.1 -
fl ft* ft
328
Section 7, Item 7D
HCM 6th TWSC
6: Fowler Ave & Lincoln Ave 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 6
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 0 26 17 8 32 5 12 31 60 9 47 1
Future Vol, veh/h 0 26 17 8 32 5 12 31 60 9 47 1
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 0 29 19 9 36 6 13 34 67 10 52 1
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 188 200 53 191 167 68 53 0 0 101 0 0 Stage 1 73 73 - 94 94 - - - - - - -
Stage 2 115 127 - 97 73 - - - - - - -
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 770 694 1012 767 724 992 1546 - - 1485 - - Stage 1 934 832 - 910 815 - - - - - - -
Stage 2 887 789 - 907 832 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 728 683 1012 719 712 992 1546 - - 1485 - - Mov Cap-2 Maneuver 728 683 - 719 712 - - - - - - -
Stage 1 926 826 - 902 808 - - - - - - -
Stage 2 836 782 - 853 826 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 9.9 10.2 0.9 1.2
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1546 - - 784 736 1485 - -
HCM Lane V/C Ratio 0.009 - - 0.061 0.068 0.007 - -
HCM Control Delay (s/veh) 7.3 0 - 9.9 10.2 7.4 0 -
HCM Lane LOS A A - A B A A -
HCM 95th %tile Q (veh) 0 - - 0.2 0.2 0 - -
329
Section 7, Item 7D
HCM 6th TWSC
7: Golden St. Blvd. & Clayton Ave 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 7
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations
Traffic Vol, veh/h 0 1 0 1 0 2 0 150 2 0 266 1
Future Vol, veh/h 0 1 0 1 0 2 0 150 2 0 266 1
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 - - - - - - - - 125 - - -
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, % 3 3 3 50 3 50 3 13 3 3 7 3
Mvmt Flow 0 1 0 1 0 2 0 160 2 0 283 1
Major/Minor Minor1 Minor2 Major1 Major2
Conflicting Flow All 302 444 80 365 446 142 284 0 0 162 0 0 Stage 1 160 160 - 284 284 - - - - - - -
Stage 2 142 284 - 81 162 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 8.5 6.56 7.9 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - 7.5 5.56 - - - - - - -
Critical Hdwy Stg 2 6.56 5.56 - 7.5 5.56 - - - - - - -
Follow-up Hdwy 3.53 4.03 3.33 4 4.03 3.8 2.23 - - 2.23 - - Pot Cap-1 Maneuver 625 505 961 462 503 747 1268 - - 1407 - - Stage 1 823 762 - 581 673 - - - - - - -
Stage 2 843 673 - 795 761 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 623 505 961 461 503 747 1268 - - 1407 - - Mov Cap-2 Maneuver 623 505 - 461 503 - - - - - - -
Stage 1 823 762 - 581 673 - - - - - - -
Stage 2 841 673 - 794 761 - - - - - - -
Approach EB WB SE NW
HCM Control Delay, s/v 12.1 10.8 0 0
HCM LOS B B
Minor Lane/Major Mvmt NWL NWT NWR EBLn1WBLn1 SEL SET SER Capacity (veh/h) 1407 - - 505 619 1268 - -
HCM Lane V/C Ratio - - - 0.002 0.005 - - -
HCM Control Delay (s/veh) 0 - - 12.1 10.8 0 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q (veh) 0 - - 0 0 0 - -
4» 4> 4+ f 4T>
330
Section 7, Item 7D
HCM 6th TWSC
8: Fowler Ave & Clayton Ave 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 8
Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 4 3 47 71 2
Future Vol, veh/h 1 4 3 47 71 2
Conflicting Peds, #/hr 4 0 0 0 0 2
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 70 70 70 70 70 70
Heavy Vehicles, % 3 3 33 4 3 50
Mvmt Flow 1 6 4 67 101 3
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 184 105 106 0 - 0
Stage 1 105 - - - - -
Stage 2 79 - - - - -
Critical Hdwy 6.43 6.23 4.43 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.497 - - -
Pot Cap-1 Maneuver 803 947 1313 - - -
Stage 1 917 - - - - -
Stage 2 942 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 797 945 1310 - - -
Mov Cap-2 Maneuver 797 - - - - -
Stage 1 912 - - - - -
Stage 2 940 - - - - -
Approach EB NB SB
HCM Control Delay, s/v 9 0.5 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1310 - 911 - -
HCM Lane V/C Ratio 0.003 - 0.008 - -
HCM Control Delay (s/veh) 7.8 0 9 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q (veh) 0 - 0 - -
331
Section 7, Item 7D
HCM 6th TWSC
9: Clovis Ave & SR 99 NB On Ramp/SR 99 NB Off Ramp 06/01/2024 Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 9
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 29 0 416 118 139 0 0 702 19
Future Vol, veh/h 0 0 0 29 0 416 118 139 0 0 702 19
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 - - Free - - None - - None
Storage Length - - - 0 - 0 225 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 3 3 3 3 3 9 4 10 3 3 15 10
Mvmt Flow 0 0 0 31 0 438 124 146 0 0 739 20
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 764 - - 759 0 - - - 0
Stage 1 394 - - - - - - - -
Stage 2 370 - - - - - - - -
Critical Hdwy 6.86 - - 4.18 - - - - -
Critical Hdwy Stg 1 5.86 - - - - - - - -
Critical Hdwy Stg 2 5.86 - - - - - - - -
Follow-up Hdwy 3.53 - - 2.24 - - - - -
Pot Cap-1 Maneuver 338 0 0 835 - 0 0 - -
Stage 1 647 0 0 - - 0 0 - -
Stage 2 666 0 0 - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 288 0 - 835 - - - - -
Mov Cap-2 Maneuver 288 0 - - - - - - -
Stage 1 551 0 - - - - - - -
Stage 2 666 0 - - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 19 4.6 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR
Capacity (veh/h) 835 - 288 - - -
HCM Lane V/C Ratio 0.149 - 0.106 - - -
HCM Control Delay (s/veh) 10.1 - 19 0 - -
HCM Lane LOS B - C A - -
HCM 95th %tile Q (veh) 0.5 - 0.4 - - -
332
Section 7, Item 7D
HCM 6th TWSC
10: Clayton Ave & SR 99 Sb Off Ramp 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 10
Intersection
Int Delay, s/veh 3.4
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 0 37 72 21 42 0
Future Vol, veh/h 0 37 72 21 42 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - Yield - Free - None
Storage Length - 0 - 0 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 3 11 13 5 3 3
Mvmt Flow 0 40 77 23 45 0
Major/Minor Major1 Minor2
Conflicting Flow All 0 - 77 -
Stage 1 - - 0 -
Stage 2 - - 77 -
Critical Hdwy - - 6.43 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - 5.43 -
Follow-up Hdwy - - 3.527 -
Pot Cap-1 Maneuver - 0 924 0
Stage 1 - 0 - 0
Stage 2 - 0 943 0
Platoon blocked, % -
Mov Cap-1 Maneuver - - 924 0
Mov Cap-2 Maneuver - - 924 0
Stage 1 - - - 0
Stage 2 - - 943 0
Approach SE NW
HCM Control Delay, s/v 0 9.1
HCM LOS A
Minor Lane/Major Mvmt NWLn1 SET
Capacity (veh/h) 924 -
HCM Lane V/C Ratio 0.049 -
HCM Control Delay (s/veh) 9.1 -
HCM Lane LOS A -
HCM 95th %tile Q (veh) 0.2 -
333
Section 7, Item 7D
HCM 6th TWSC
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 06/01/2024 Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 11
Intersection
Int Delay, s/veh 12.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 25 17 58 0 0 0 4 232 9 545 151 41
Future Vol, veh/h 25 17 58 0 0 0 4 232 9 545 151 41
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Free Free Free Free Free Free Free Free Free RT Channelized - - Yield - - None - - Yield - - None
Storage Length - - - - - - 75 - - 150 - -
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, % 8 24 10 3 3 3 3 8 22 12 23 3
Mvmt Flow 27 18 62 0 0 0 4 247 10 580 161 44
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1475 1598 103 205 0 0 247 0 0
Stage 1 1343 1343 - - - - - - -
Stage 2 132 255 - - - - - - -
Critical Hdwy 6.96 6.98 7.1 4.16 - - 4.34 - -
Critical Hdwy Stg 1 5.96 5.98 - - - - - - -
Critical Hdwy Stg 2 5.96 5.98 - - - - - - -
Follow-up Hdwy 3.58 4.24 3.4 2.23 - - 2.32 - -
Pot Cap-1 Maneuver 111 85 907 1356 - - 1246 - -
Stage 1 197 182 - - - - - - -
Stage 2 862 644 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 59 0 907 1356 - - 1246 - -
Mov Cap-2 Maneuver 59 0 - - - - - - -
Stage 1 196 0 - - - - - - -
Stage 2 461 0 - - - - - - -
Approach EB NB SB
HCM Control Delay, s/v 74.9 0.1 7.7
HCM LOS F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 SBL SBT SBR Capacity (veh/h) 1356 - - 59 907 1246 - -
HCM Lane V/C Ratio 0.003 - - 0.757 0.068 0.465 - -
HCM Control Delay (s/veh) 7.7 - - 165.6 9.3 10.4 - -
HCM Lane LOS A - - F A B - -
HCM 95th %tile Q (veh) 0 - - 3.3 0.2 2.5 - -
f'h
334
Section 7, Item 7D
HCM 6th TWSC
12: SR 99 SB Off Ramp & Adams Ave 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 12
Intersection
Int Delay, s/veh 3.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 119 0 0 72 1 107
Future Vol, veh/h 119 0 0 72 1 107
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 86 86 86 86 86 86
Heavy Vehicles, % 4 3 3 3 3 7
Mvmt Flow 138 0 0 84 1 124
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 222 138
Stage 1 - - - - 138 -
Stage 2 - - - - 84 -
Critical Hdwy - - - - 6.43 6.27
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - - - 3.527 3.363
Pot Cap-1 Maneuver - 0 0 - 764 897
Stage 1 - 0 0 - 886 -
Stage 2 - 0 0 - 937 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 764 897
Mov Cap-2 Maneuver - - - - 764 -
Stage 1 - - - - 886 -
Stage 2 - - - - 937 -
Approach EB WB NB
HCM Control Delay, s/v 0 0 9.6
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBT
Capacity (veh/h) 905 - -
HCM Lane V/C Ratio 0.139 - -
HCM Control Delay (s/veh) 9.6 - -
HCM Lane LOS A - -
HCM 95th %tile Q (veh) 0.5 - -
335
Section 7, Item 7D
HCM 6th TWSC
13: Adams Ave & SR 99 NB On Ramp 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 13
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 0 226 0 0 75 279 0 0 0 0
Future Vol, veh/h 0 226 0 0 75 279 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - None - None - -
Storage Length - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - 0 - 0 -
Grade, % - 0 - - 0 - 0 - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 3 5 3 3 3 4 3 3 3 3
Mvmt Flow 0 238 0 0 79 294 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All - 0 - - - 0 - 238
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy - - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy - - - - - - - 3.327
Pot Cap-1 Maneuver 0 - 0 0 - - 0 798
Stage 1 0 - 0 0 - - 0 -
Stage 2 0 - 0 0 - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - 798
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBT WBR
Capacity (veh/h) - - - -
HCM Lane V/C Ratio - - - -
HCM Control Delay (s/veh) 0 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q (veh) - - - -
336
Section 7, Item 7D
HCM 6th TWSC
15: Merced St. & SR 99 NB Ramps 06/01/2024
Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 14
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 12 0 125 161 568 0 0 307 210
Future Vol, veh/h 0 0 0 12 0 125 161 568 0 0 307 210
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 - - - - - - 50 - - - - -
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 20 3 10 4 3 3 3 7 3
Mvmt Flow 0 0 0 13 0 136 175 617 0 0 334 228
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1415 1529 617 562 0 - - - 0
Stage 1 967 967 - - - - - - -
Stage 2 448 562 - - - - - - -
Critical Hdwy 6.6 6.53 6.3 4.14 - - - - -
Critical Hdwy Stg 1 5.6 5.53 - - - - - - -
Critical Hdwy Stg 2 5.6 5.53 - - - - - - -
Follow-up Hdwy 3.68 4.027 3.39 2.236 - - - - -
Pot Cap-1 Maneuver 138 117 476 999 - 0 0 - -
Stage 1 342 331 - - - 0 0 - -
Stage 2 607 508 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 114 0 476 999 - - - - -
Mov Cap-2 Maneuver 114 0 - - - - - - -
Stage 1 282 0 - - - - - - -
Stage 2 607 0 - - - - - - -
Approach NW NE SW
HCM Control Delay, s/v 21 2.1 0
HCM LOS C
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 999 - 372 - -
HCM Lane V/C Ratio 0.175 - 0.4 - -
HCM Control Delay (s/veh) 9.4 - 21 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q (veh) 0.6 - 1.9 - -
337
Section 7, Item 7D
HCM 6th AWSC
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/01/2024 Existing AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 1
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 202 85 14 10 0 326 0 201 27 217 98 0 Future Vol, veh/h 202 85 14 10 0 326 0 201 27 217 98 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, % 7 10 3 10 3 3 3 3 4 6 9 3
Mvmt Flow 222 93 15 11 0 358 0 221 30 238 108 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 23.8 22.5 18.4 18.1
HCM LOS C C C C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 3% 67% 100% 0%
Vol Thru, % 88% 0% 28% 0% 100%
Vol Right, % 12% 97% 5% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 228 336 301 217 98
LT Vol 0 10 202 217 0
Through Vol 201 0 85 0 98
RT Vol 27 326 14 0 0
Lane Flow Rate 251 369 331 238 108
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.52 0.677 0.668 0.546 0.233
Departure Headway (Hd) 7.474 6.605 7.269 8.238 7.776
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 481 546 496 439 462
Service Time 5.533 4.657 5.322 5.99 5.528
HCM Lane V/C Ratio 0.522 0.676 0.667 0.542 0.234
HCM Control Delay, s/veh 18.4 22.5 23.8 20.5 12.9
HCM Lane LOS C C C C B
HCM 95th-tile Q 2.9 5.1 4.9 3.2 0.9
338
Section 7, Item 7D
HCM 6th TWSC
1: American Ave & SR 99 SB Off Ramp 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 2.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 247 65 0 73 34
Future Vol, veh/h 0 247 65 0 73 34
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 225
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 81 81 81 81 81 81
Heavy Vehicles, % 3 5 11 3 11 3
Mvmt Flow 0 305 80 0 90 42
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 385 80
Stage 1 - - - - 80 -
Stage 2 - - - - 305 -
Critical Hdwy - - - - 6.51 6.23
Critical Hdwy Stg 1 - - - - 5.51 -
Critical Hdwy Stg 2 - - - - 5.51 -
Follow-up Hdwy - - - - 3.599 3.327
Pot Cap-1 Maneuver 0 - - 0 601 977
Stage 1 0 - - 0 921 -
Stage 2 0 - - 0 728 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 601 977
Mov Cap-2 Maneuver - - - - 601 -
Stage 1 - - - - 921 -
Stage 2 - - - - 728 -
Approach EB WB SB
HCM Control Delay, s/v 0 0 11
HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1 SBLn2
Capacity (veh/h) - - 601 977
HCM Lane V/C Ratio - - 0.15 0.043
HCM Control Delay (s/veh) - - 12 8.9
HCM Lane LOS - - B A
HCM 95th %tile Q (veh) - - 0.5 0.1
+ + r
339
Section 7, Item 7D
HCM 6th TWSC
2: American Ave & SR 99 NB On Ramp 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 2
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 116 203 0 0 65 139 0 0 0 0
Future Vol, veh/h 116 203 0 0 65 139 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - Free - None - -
Storage Length - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - 0 - 0 -
Grade, % - 0 - - 0 - 0 - 0 -
Peak Hour Factor 80 80 80 80 80 80 80 80 80 80
Heavy Vehicles, % 7 6 3 3 10 6 3 3 3 3
Mvmt Flow 145 254 0 0 81 174 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 81 0 - - - 0 - 254
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy 4.17 - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy 2.263 - - - - - - 3.327
Pot Cap-1 Maneuver 1486 - 0 0 - 0 0 782
Stage 1 - - 0 0 - 0 0 -
Stage 2 - - 0 0 - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1486 - - - - - - 782
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 2.8 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT
Capacity (veh/h) - 1486 - -
HCM Lane V/C Ratio - 0.098 - -
HCM Control Delay (s/veh) 0 7.7 0 -
HCM Lane LOS A A A -
HCM 95th %tile Q (veh) - 0.3 - -
340
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 3
Intersection
Int Delay, s/veh 1.5
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 40 31 359 5 10 254
Future Vol, veh/h 40 31 359 5 10 254
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 82 82 82 82 82 82
Heavy Vehicles, % 3 13 6 20 30 5
Mvmt Flow 49 38 438 6 12 310
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 635 219 0 0 444 0
Stage 1 438 - - - - -
Stage 2 197 - - - - -
Critical Hdwy 6.86 7.16 - - 4.7 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.43 - - 2.5 -
Pot Cap-1 Maneuver 409 752 - - 937 -
Stage 1 615 - - - - -
Stage 2 814 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 397 752 - - 937 -
Mov Cap-2 Maneuver 397 - - - - -
Stage 1 615 - - - - -
Stage 2 790 - - - - -
Approach EB SE NW
HCM Control Delay, s/v 13.7 0 0.3
HCM LOS B
Minor Lane/Major Mvmt NWL NWT EBLn1 SET SER
Capacity (veh/h) 937 - 500 - -
HCM Lane V/C Ratio 0.013 - 0.173 - -
HCM Control Delay (s/veh) 8.9 - 13.7 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q (veh) 0 - 0.6 - -
341
Section 7, Item 7D
HCM 6th TWSC
4: Clovis Ave & Jefferson Ave 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 4
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 0 0 0 0 1 3 766 0 2 613 0
Future Vol, veh/h 1 0 0 0 0 1 3 766 0 2 613 0
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 - - - - - - 150 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 25 25 25 25 25 25 38 93 25 25 96 25
Heavy Vehicles, % 3 3 3 3 3 3 3 7 3 50 7 3
Mvmt Flow 4 0 0 0 0 4 8 824 0 8 639 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1083 1495 320 1176 1495 412 639 0 0 824 0 0 Stage 1 655 655 - 840 840 - - - - - - -
Stage 2 428 840 - 336 655 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 7.56 6.56 6.96 4.16 - - 5.1 - - Critical Hdwy Stg 1 6.56 5.56 - 6.56 5.56 - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - 6.56 5.56 - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 3.53 4.03 3.33 2.23 - - 2.7 - - Pot Cap-1 Maneuver 170 121 673 145 121 586 934 - - 556 - - Stage 1 419 458 - 324 377 - - - - - - -
Stage 2 572 377 - 649 458 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 166 118 673 143 118 586 934 - - 556 - - Mov Cap-2 Maneuver 166 118 - 143 118 - - - - - - -
Stage 1 415 452 - 321 374 - - - - - - -
Stage 2 563 374 - 640 452 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 27.2 11.2 0.1 0.1
HCM LOS D B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 934 - - 166 586 556 - -
HCM Lane V/C Ratio 0.008 - - 0.024 0.007 0.014 - -
HCM Control Delay (s/veh) 8.9 - - 27.2 11.2 11.6 - -
HCM Lane LOS A - - D B B - -
HCM 95th %tile Q (veh) 0 - - 0.1 0 0 - -
4* 4* *1+1* *1+1*
342
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 5
Intersection
Int Delay, s/veh 0.9
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 18 18 0 757 25 39 572
Future Vol, veh/h 18 18 0 757 25 39 572
Conflicting Peds, #/hr 18 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - - 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 94 94 92 94 94 94 94
Heavy Vehicles, % 11 3 3 8 12 3 7
Mvmt Flow 19 19 0 805 27 41 609
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1239 431 609 0 0 847 0
Stage 1 834 - - - - - -
Stage 2 405 - - - - - -
Critical Hdwy 7.02 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.02 - - - - - -
Critical Hdwy Stg 2 6.02 - - - - - -
Follow-up Hdwy 3.61 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 155 570 586 - - 780 -
Stage 1 365 - - - - - -
Stage 2 616 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 142 562 586 - - 769 -
Mov Cap-2 Maneuver 142 - - - - - -
Stage 1 360 - - - - - -
Stage 2 573 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 24.1 0 0.6
HCM LOS C
Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT
Capacity (veh/h) 586 - - 227 769 -
HCM Lane V/C Ratio - - - 0.169 0.054 -
HCM Control Delay (s/veh) 0 - - 24.1 9.9 -
HCM Lane LOS A - - C A -
HCM 95th %tile Q (veh) 0 - - 0.6 0.2 -
fl ft* ft
343
Section 7, Item 7D
HCM 6th TWSC
6: Fowler Ave & Lincoln Ave 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 6
Intersection
Int Delay, s/veh 4.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 50 14 3 29 5 6 66 2 3 53 2
Future Vol, veh/h 0 50 14 3 29 5 6 66 2 3 53 2
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 0 56 16 3 32 6 7 73 2 3 59 2
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 173 155 60 190 155 74 61 0 0 75 0 0 Stage 1 66 66 - 88 88 - - - - - - -
Stage 2 107 89 - 102 67 - - - - - - -
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 788 735 1003 768 735 985 1536 - - 1518 - - Stage 1 942 838 - 917 820 - - - - - - -
Stage 2 896 819 - 902 837 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 753 730 1003 708 730 985 1536 - - 1518 - - Mov Cap-2 Maneuver 753 730 - 708 730 - - - - - - -
Stage 1 937 836 - 912 816 - - - - - - -
Stage 2 851 815 - 827 835 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 10.1 10.1 0.6 0.4
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1536 - - 776 754 1518 - -
HCM Lane V/C Ratio 0.004 - - 0.092 0.055 0.002 - -
HCM Control Delay (s/veh) 7.4 0 - 10.1 10.1 7.4 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q (veh) 0 - - 0.3 0.2 0 - -
344
Section 7, Item 7D
HCM 6th TWSC
7: Golden St. Blvd. & Clayton Ave 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 7
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations
Traffic Vol, veh/h 0 3 0 2 0 1 2 391 0 1 191 5
Future Vol, veh/h 0 3 0 2 0 1 2 391 0 1 191 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 - - - - - - - - 125 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83
Heavy Vehicles, % 3 3 3 50 3 3 3 6 3 3 9 3
Mvmt Flow 0 4 0 2 0 1 2 471 0 1 230 6
Major/Minor Minor1 Minor2 Major1 Major2
Conflicting Flow All 592 713 236 477 710 118 236 0 0 471 0 0 Stage 1 475 475 - 235 235 - - - - - - -
Stage 2 117 238 - 242 475 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 8.5 6.56 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - 7.5 5.56 - - - - - - -
Critical Hdwy Stg 2 6.56 5.56 - 7.5 5.56 - - - - - - -
Follow-up Hdwy 3.53 4.03 3.33 4 4.03 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver 388 354 763 376 355 908 1321 - - 1080 - - Stage 1 537 553 - 627 707 - - - - - - -
Stage 2 872 705 - 620 553 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 386 353 763 372 354 908 1321 - - 1080 - - Mov Cap-2 Maneuver 386 353 - 372 354 - - - - - - -
Stage 1 536 552 - 626 706 - - - - - - -
Stage 2 870 704 - 615 552 - - - - - - -
Approach EB WB SE NW
HCM Control Delay, s/v 15.3 12.8 0 0
HCM LOS C B
Minor Lane/Major Mvmt NWL NWT NWR EBLn1WBLn1 SEL SET SER Capacity (veh/h) 1080 - - 353 463 1321 - -
HCM Lane V/C Ratio 0.001 - - 0.01 0.008 0.002 - -
HCM Control Delay (s/veh) 8.3 0 - 15.3 12.8 7.7 0 -
HCM Lane LOS A A - C B A A -
HCM 95th %tile Q (veh) 0 - - 0 0 0 - -
4» 4> 4+ f 4T>
345
Section 7, Item 7D
HCM 6th TWSC
8: Fowler Ave & Clayton Ave 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 8
Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 2 4 47 71 1
Future Vol, veh/h 4 2 4 47 71 1
Conflicting Peds, #/hr 4 0 0 0 0 2
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 83 83 83 83 83 83
Heavy Vehicles, % 3 3 3 6 4 50
Mvmt Flow 5 2 5 57 86 1
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 160 89 89 0 - 0
Stage 1 89 - - - - -
Stage 2 71 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 829 966 1500 - - -
Stage 1 932 - - - - -
Stage 2 949 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 823 964 1497 - - -
Mov Cap-2 Maneuver 823 - - - - -
Stage 1 927 - - - - -
Stage 2 947 - - - - -
Approach EB NB SB
HCM Control Delay, s/v 9.2 0.6 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1497 - 865 - -
HCM Lane V/C Ratio 0.003 - 0.008 - -
HCM Control Delay (s/veh) 7.4 0 9.2 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q (veh) 0 - 0 - -
346
Section 7, Item 7D
HCM 6th TWSC
9: Clovis Ave & SR 99 NB On Ramp/SR 99 NB Off Ramp 06/01/2024 Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 9
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 24 0 573 68 196 0 0 605 27
Future Vol, veh/h 0 0 0 24 0 573 68 196 0 0 605 27
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 - - Free - - None - - None
Storage Length - - - 0 - 0 225 - - - - -
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, % 3 3 3 20 3 9 3 9 3 3 9 15
Mvmt Flow 0 0 0 25 0 591 70 202 0 0 624 28
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 654 - - 652 0 - - - 0
Stage 1 342 - - - - - - - -
Stage 2 312 - - - - - - - -
Critical Hdwy 7.2 - - 4.16 - - - - -
Critical Hdwy Stg 1 6.2 - - - - - - - -
Critical Hdwy Stg 2 6.2 - - - - - - - -
Follow-up Hdwy 3.7 - - 2.23 - - - - -
Pot Cap-1 Maneuver 361 0 0 924 - 0 0 - -
Stage 1 640 0 0 - - 0 0 - -
Stage 2 665 0 0 - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 334 0 - 924 - - - - -
Mov Cap-2 Maneuver 334 0 - - - - - - -
Stage 1 591 0 - - - - - - -
Stage 2 665 0 - - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 16.6 2.4 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR
Capacity (veh/h) 924 - 334 - - -
HCM Lane V/C Ratio 0.076 - 0.074 - - -
HCM Control Delay (s/veh) 9.2 - 16.6 0 - -
HCM Lane LOS A - C A - -
HCM 95th %tile Q (veh) 0.2 - 0.2 - - -
347
Section 7, Item 7D
HCM 6th TWSC
10: Clayton Ave & SR 99 Sb Off Ramp 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 10
Intersection
Int Delay, s/veh 1.5
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 0 62 196 14 33 0
Future Vol, veh/h 0 62 196 14 33 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - Yield - Free - None
Storage Length - 0 - 0 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 67 67 67 67 67 67
Heavy Vehicles, % 3 10 4 21 12 3
Mvmt Flow 0 93 293 21 49 0
Major/Minor Major1 Minor2
Conflicting Flow All 0 - 293 -
Stage 1 - - 0 -
Stage 2 - - 293 -
Critical Hdwy - - 6.52 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - 5.52 -
Follow-up Hdwy - - 3.608 -
Pot Cap-1 Maneuver - 0 677 0
Stage 1 - 0 - 0
Stage 2 - 0 735 0
Platoon blocked, % -
Mov Cap-1 Maneuver - - 677 0
Mov Cap-2 Maneuver - - 677 0
Stage 1 - - - 0
Stage 2 - - 735 0
Approach SE NW
HCM Control Delay, s/v 0 10.7
HCM LOS B
Minor Lane/Major Mvmt NWLn1 SET
Capacity (veh/h) 677 -
HCM Lane V/C Ratio 0.073 -
HCM Control Delay (s/veh) 10.7 -
HCM Lane LOS B -
HCM 95th %tile Q (veh) 0.2 -
348
Section 7, Item 7D
HCM 6th TWSC
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 06/01/2024 Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 11
Intersection
Int Delay, s/veh 29.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 65 24 170 0 0 0 2 201 10 427 173 31
Future Vol, veh/h 65 24 170 0 0 0 2 201 10 427 173 31
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Free Free Free Free Free Free Free Free Free RT Channelized - - Yield - - None - - Yield - - None
Storage Length - - - - - - 75 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
Heavy Vehicles, % 6 3 6 3 3 3 3 7 20 8 4 13
Mvmt Flow 77 29 202 0 0 0 2 239 12 508 206 37
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1365 1484 122 243 0 0 239 0 0
Stage 1 1241 1241 - - - - - - -
Stage 2 124 243 - - - - - - -
Critical Hdwy 6.92 6.56 7.02 4.16 - - 4.26 - -
Critical Hdwy Stg 1 5.92 5.56 - - - - - - -
Critical Hdwy Stg 2 5.92 5.56 - - - - - - -
Follow-up Hdwy 3.56 4.03 3.36 2.23 - - 2.28 - -
Pot Cap-1 Maneuver 134 123 894 1313 - - 1282 - -
Stage 1 228 243 - - - - - - -
Stage 2 876 701 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 81 0 894 1313 - - 1282 - -
Mov Cap-2 Maneuver 81 0 - - - - - - -
Stage 1 228 0 - - - - - - -
Stage 2 529 0 - - - - - - -
Approach EB NB SB
HCM Control Delay, s/v 108 0.1 6.5
HCM LOS F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 SBL SBT SBR Capacity (veh/h) 1313 - - 81 894 1282 - -
HCM Lane V/C Ratio 0.002 - - 1.308 0.226 0.397 - -
HCM Control Delay (s/veh) 7.7 - - 294.7 10.2 9.6 - -
HCM Lane LOS A - - F B A - -
HCM 95th %tile Q (veh) 0 - - 8.1 0.9 1.9 - -
f'h
349
Section 7, Item 7D
HCM 6th TWSC
12: SR 99 SB Off Ramp & Adams Ave 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 12
Intersection
Int Delay, s/veh 5.5
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 123 0 0 63 3 207
Future Vol, veh/h 123 0 0 63 3 207
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 87 87 87 87 87 87
Heavy Vehicles, % 5 3 3 7 3 3
Mvmt Flow 141 0 0 72 3 238
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 213 141
Stage 1 - - - - 141 -
Stage 2 - - - - 72 -
Critical Hdwy - - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - - - 3.527 3.327
Pot Cap-1 Maneuver - 0 0 - 773 904
Stage 1 - 0 0 - 883 -
Stage 2 - 0 0 - 948 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 773 904
Mov Cap-2 Maneuver - - - - 773 -
Stage 1 - - - - 883 -
Stage 2 - - - - 948 -
Approach EB WB NB
HCM Control Delay, s/v 0 0 10.3
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT WBT
Capacity (veh/h) 917 - -
HCM Lane V/C Ratio 0.263 - -
HCM Control Delay (s/veh) 10.3 - -
HCM Lane LOS B - -
HCM 95th %tile Q (veh) 1.1 - -
350
Section 7, Item 7D
HCM 6th TWSC
13: Adams Ave & SR 99 NB On Ramp 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 13
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 0 336 0 0 63 171 0 0 0 0
Future Vol, veh/h 0 336 0 0 63 171 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - 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
Heavy Vehicles, % 3 4 3 3 5 5 3 3 3 3
Mvmt Flow 0 386 0 0 72 197 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All - 0 - - - 0 - 386
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy - - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy - - - - - - - 3.327
Pot Cap-1 Maneuver 0 - 0 0 - - 0 660
Stage 1 0 - 0 0 - - 0 -
Stage 2 0 - 0 0 - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - 660
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBT WBR
Capacity (veh/h) - - - -
HCM Lane V/C Ratio - - - -
HCM Control Delay (s/veh) 0 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q (veh) - - - -
351
Section 7, Item 7D
HCM 6th TWSC
15: Merced St. & SR 99 NB Ramps 06/01/2024
Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 14
Intersection
Int Delay, s/veh 3.3
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 24 4 112 152 386 0 0 306 188
Future Vol, veh/h 0 0 0 24 4 112 152 386 0 0 306 188
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 50 - - - - -
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, % 3 3 3 4 20 8 7 3 3 3 3 4
Mvmt Flow 0 0 0 26 4 119 162 411 0 0 326 200
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1161 1261 411 526 0 - - - 0
Stage 1 735 735 - - - - - - -
Stage 2 426 526 - - - - - - -
Critical Hdwy 6.44 6.7 6.28 4.17 - - - - -
Critical Hdwy Stg 1 5.44 5.7 - - - - - - -
Critical Hdwy Stg 2 5.44 5.7 - - - - - - -
Follow-up Hdwy 3.536 4.18 3.372 2.263 - - - - -
Pot Cap-1 Maneuver 214 157 628 1016 - 0 0 - -
Stage 1 471 400 - - - 0 0 - -
Stage 2 655 500 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 180 0 628 1016 - - - - -
Mov Cap-2 Maneuver 180 0 - - - - - - -
Stage 1 396 0 - - - - - - -
Stage 2 655 0 - - - - - - -
Approach NW NE SW
HCM Control Delay, s/v 17.5 2.6 0
HCM LOS C
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 1016 - 436 - -
HCM Lane V/C Ratio 0.159 - 0.342 - -
HCM Control Delay (s/veh) 9.2 - 17.5 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q (veh) 0.6 - 1.5 - -
352
Section 7, Item 7D
HCM 6th AWSC
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/01/2024 Existing PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 1
Intersection
Intersection Delay, s/veh 15.2
Intersection LOS C
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 172 126 32 13 0 233 0 135 32 215 116 0 Future Vol, veh/h 172 126 32 13 0 233 0 135 32 215 116 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 4 3 3 3 3 3 3
Mvmt Flow 183 134 34 14 0 248 0 144 34 229 123 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 18.4 13.2 12.9 14.7
HCM LOS C B B B
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 5% 52% 100% 0%
Vol Thru, % 81% 0% 38% 0% 100%
Vol Right, % 19% 95% 10% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 167 246 330 215 116
LT Vol 0 13 172 215 0
Through Vol 135 0 126 0 116
RT Vol 32 233 32 0 0
Lane Flow Rate 178 262 351 229 123
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.328 0.426 0.606 0.465 0.233
Departure Headway (Hd) 6.644 5.856 6.219 7.312 6.801
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 540 615 579 492 528
Service Time 4.697 3.901 4.261 5.058 4.547
HCM Lane V/C Ratio 0.33 0.426 0.606 0.465 0.233
HCM Control Delay, s/veh 12.9 13.2 18.4 16.3 11.6
HCM Lane LOS B B C C B
HCM 95th-tile Q 1.4 2.1 4 2.4 0.9
353
Section 7, Item 7D
EXISTING PLUS PROJECT
354
Section 7, Item 7D
HCM 6th TWSC
1: American Ave & SR 99 SB Off Ramp 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 6.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 102 122 0 154 134
Future Vol, veh/h 0 102 122 0 154 134
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 225
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 79 79 79 79 79 79
Heavy Vehicles, % 3 17 18 3 13 7
Mvmt Flow 0 129 154 0 195 170
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 283 154
Stage 1 - - - - 154 -
Stage 2 - - - - 129 -
Critical Hdwy - - - - 6.53 6.27
Critical Hdwy Stg 1 - - - - 5.53 -
Critical Hdwy Stg 2 - - - - 5.53 -
Follow-up Hdwy - - - - 3.617 3.363
Pot Cap-1 Maneuver 0 - - 0 684 879
Stage 1 0 - - 0 848 -
Stage 2 0 - - 0 870 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 684 879
Mov Cap-2 Maneuver - - - - 684 -
Stage 1 - - - - 848 -
Stage 2 - - - - 870 -
Approach EB WB SB
HCM Control Delay, s/v 0 0 11.3
HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1 SBLn2
Capacity (veh/h) - - 684 879
HCM Lane V/C Ratio - - 0.285 0.193
HCM Control Delay (s/veh) - - 12.3 10.1
HCM Lane LOS - - B B
HCM 95th %tile Q (veh) - - 1.2 0.7
+ + r
355
Section 7, Item 7D
HCM 6th TWSC
2: American Ave & SR 99 NB On Ramp 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 2
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 46 214 0 0 124 88 0 0 0 0
Future Vol, veh/h 46 214 0 0 124 88 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - Free - None - -
Storage Length - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - 0 - 0 -
Grade, % - 0 - - 0 - 0 - 0 -
Peak Hour Factor 73 73 73 73 73 73 73 73 73 73
Heavy Vehicles, % 15 13 3 3 15 12 3 3 3 3
Mvmt Flow 63 293 0 0 170 121 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 170 0 - - - 0 - 293
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy 4.25 - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy 2.335 - - - - - - 3.327
Pot Cap-1 Maneuver 1332 - 0 0 - 0 0 744
Stage 1 - - 0 0 - 0 0 -
Stage 2 - - 0 0 - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1332 - - - - - - 744
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 1.4 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT
Capacity (veh/h) - 1332 - -
HCM Lane V/C Ratio - 0.047 - -
HCM Control Delay (s/veh) 0 7.8 0 -
HCM Lane LOS A A A -
HCM 95th %tile Q (veh) - 0.1 - -
356
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 3
Intersection
Int Delay, s/veh 1
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 20 18 278 12 19 289
Future Vol, veh/h 20 18 278 12 19 289
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 42 42 13 13 10 10
Mvmt Flow 22 20 305 13 21 318
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 524 153 0 0 318 0
Stage 1 305 - - - - -
Stage 2 219 - - - - -
Critical Hdwy 7.64 7.74 - - 4.3 -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.64 - - - - -
Follow-up Hdwy 3.92 3.72 - - 2.3 -
Pot Cap-1 Maneuver 396 753 - - 1183 -
Stage 1 615 - - - - -
Stage 2 689 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 382 753 - - 1183 -
Mov Cap-2 Maneuver 382 - - - - -
Stage 1 615 - - - - -
Stage 2 665 - - - - -
Approach EB SE NW
HCM Control Delay, s/v 12.9 0 0.5
HCM LOS B
Minor Lane/Major Mvmt NWL NWT EBLn1 SET SER
Capacity (veh/h) 1183 - 498 - -
HCM Lane V/C Ratio 0.018 - 0.084 - -
HCM Control Delay (s/veh) 8.1 - 12.9 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q (veh) 0.1 - 0.3 - -
357
Section 7, Item 7D
HCM 6th TWSC
4: Clovis Ave & Jefferson Ave 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 4
Intersection
Int Delay, s/veh 0.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 0 1 4 0 0 3 539 1 3 762 1
Future Vol, veh/h 1 0 1 4 0 0 3 539 1 3 762 1
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 - - - - - - 150 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 25 25 25 25 25 33 38 90 25 75 92 25
Heavy Vehicles, % 42 3 42 3 3 3 33 8 3 33 12 3
Mvmt Flow 4 0 4 16 0 0 8 599 4 4 828 4
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1154 1457 416 1039 1457 302 832 0 0 603 0 0 Stage 1 838 838 - 617 617 - - - - - - -
Stage 2 316 619 - 422 840 - - - - - - -
Critical Hdwy 8.34 6.56 7.74 7.56 6.56 6.96 4.76 - - 4.76 - - Critical Hdwy Stg 1 7.34 5.56 - 6.56 5.56 - - - - - - - Critical Hdwy Stg 2 7.34 5.56 - 6.56 5.56 - - - - - - - Follow-up Hdwy 3.92 4.03 3.72 3.53 4.03 3.33 2.53 - - 2.53 - - Pot Cap-1 Maneuver 111 127 487 183 127 691 625 - - 786 - - Stage 1 254 377 - 442 477 - - - - - - -
Stage 2 570 476 - 577 377 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 109 125 487 179 125 691 625 - - 786 - - Mov Cap-2 Maneuver 109 125 - 179 125 - - - - - - -
Stage 1 251 375 - 436 471 - - - - - - -
Stage 2 563 470 - 569 375 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 26.2 27.1 0.1 0
HCM LOS D D
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 625 - - 178 179 786 - -
HCM Lane V/C Ratio 0.013 - - 0.045 0.089 0.005 - -
HCM Control Delay (s/veh) 10.8 - - 26.2 27.1 9.6 - -
HCM Lane LOS B - - D D A - -
HCM 95th %tile Q (veh) 0 - - 0.1 0.3 0 - -
4* 4* *1+1* *1+1*
358
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 5
Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 16 26 0 518 15 30 733
Future Vol, veh/h 16 26 0 518 15 30 733
Conflicting Peds, #/hr 26 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - - 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 97 97 92 97 97 97 97
Heavy Vehicles, % 12 3 3 8 6 3 12
Mvmt Flow 16 27 0 534 15 31 756
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1023 290 756 0 0 564 0
Stage 1 557 - - - - - -
Stage 2 466 - - - - - -
Critical Hdwy 7.04 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.04 - - - - - -
Critical Hdwy Stg 2 6.04 - - - - - -
Follow-up Hdwy 3.62 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 215 704 472 - - 997 -
Stage 1 510 - - - - - -
Stage 2 570 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 200 694 472 - - 983 -
Mov Cap-2 Maneuver 200 - - - - - -
Stage 1 503 - - - - - -
Stage 2 538 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 16.4 0 0.3
HCM LOS C
Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT
Capacity (veh/h) 472 - - 358 983 -
HCM Lane V/C Ratio - - - 0.121 0.031 -
HCM Control Delay (s/veh) 0 - - 16.4 8.8 -
HCM Lane LOS A - - C A -
HCM 95th %tile Q (veh) 0 - - 0.4 0.1 -
fl ft* ft
359
Section 7, Item 7D
HCM 6th TWSC
6: Fowler Ave & Lincoln Ave 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 6
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 0 26 17 8 32 5 12 33 60 9 60 1
Future Vol, veh/h 0 26 17 8 32 5 12 33 60 9 60 1
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 0 29 19 9 36 6 13 37 67 10 67 1
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 206 218 68 209 185 71 68 0 0 104 0 0 Stage 1 88 88 - 97 97 - - - - - - -
Stage 2 118 130 - 112 88 - - - - - - -
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 750 678 992 746 708 989 1527 - - 1481 - - Stage 1 917 820 - 907 813 - - - - - - -
Stage 2 884 787 - 891 820 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 708 667 992 699 697 989 1527 - - 1481 - - Mov Cap-2 Maneuver 708 667 - 699 697 - - - - - - -
Stage 1 909 814 - 899 806 - - - - - - -
Stage 2 833 780 - 837 814 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 10 10.4 0.8 1
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1527 - - 766 721 1481 - -
HCM Lane V/C Ratio 0.009 - - 0.062 0.069 0.007 - -
HCM Control Delay (s/veh) 7.4 0 - 10 10.4 7.4 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q (veh) 0 - - 0.2 0.2 0 - -
360
Section 7, Item 7D
HCM 6th TWSC
7: Golden St. Blvd. & Clayton Ave 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 7
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations
Traffic Vol, veh/h 0 1 0 9 0 29 18 150 2 0 266 53
Future Vol, veh/h 0 1 0 9 0 29 18 150 2 0 266 53
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - 125 - - -
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, % 3 3 3 50 3 50 3 13 3 3 7 3
Mvmt Flow 0 1 0 10 0 31 19 160 2 0 283 56
Major/Minor Minor1 Minor2 Major1 Major2
Conflicting Flow All 340 537 80 430 511 170 339 0 0 162 0 0 Stage 1 198 198 - 311 311 - - - - - - -
Stage 2 142 339 - 119 200 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 8.5 6.56 7.9 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - 7.5 5.56 - - - - - - -
Critical Hdwy Stg 2 6.56 5.56 - 7.5 5.56 - - - - - - -
Follow-up Hdwy 3.53 4.03 3.33 4 4.03 3.8 2.23 - - 2.23 - - Pot Cap-1 Maneuver 587 447 961 410 462 713 1210 - - 1407 - - Stage 1 782 734 - 557 654 - - - - - - -
Stage 2 843 636 - 750 732 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 554 439 961 404 454 713 1210 - - 1407 - - Mov Cap-2 Maneuver 554 439 - 404 454 - - - - - - -
Stage 1 769 722 - 548 654 - - - - - - -
Stage 2 807 636 - 736 720 - - - - - - -
Approach EB WB SE NW
HCM Control Delay, s/v 13.2 11.4 0.9 0
HCM LOS B B
Minor Lane/Major Mvmt NWL NWT NWR EBLn1WBLn1 SEL SET SER Capacity (veh/h) 1407 - - 439 604 1210 - -
HCM Lane V/C Ratio - - - 0.002 0.067 0.016 - -
HCM Control Delay (s/veh) 0 - - 13.2 11.4 8 0.1 -
HCM Lane LOS A - - B B A A -
HCM 95th %tile Q (veh) 0 - - 0 0.2 0 - -
4» 4> 4+ f 4T>
361
Section 7, Item 7D
HCM 6th TWSC
8: Fowler Ave & Clayton Ave 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 8
Intersection
Int Delay, s/veh 1.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 6 16 47 71 15
Future Vol, veh/h 3 6 16 47 71 15
Conflicting Peds, #/hr 4 0 0 0 0 2
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 70 70 70 70 70 70
Heavy Vehicles, % 3 3 33 4 3 50
Mvmt Flow 4 9 23 67 101 21
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 231 114 124 0 - 0
Stage 1 114 - - - - -
Stage 2 117 - - - - -
Critical Hdwy 6.43 6.23 4.43 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.497 - - -
Pot Cap-1 Maneuver 755 936 1292 - - -
Stage 1 908 - - - - -
Stage 2 906 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 738 934 1290 - - -
Mov Cap-2 Maneuver 738 - - - - -
Stage 1 889 - - - - -
Stage 2 904 - - - - -
Approach EB NB SB
HCM Control Delay, s/v 9.3 2 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1290 - 858 - -
HCM Lane V/C Ratio 0.018 - 0.015 - -
HCM Control Delay (s/veh) 7.8 0 9.3 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q (veh) 0.1 - 0 - -
362
Section 7, Item 7D
HCM 6th TWSC
9: Clovis Ave & SR 99 NB On Ramp/SR 99 NB Off Ramp 06/01/2024 Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 9
Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 29 0 468 118 217 0 0 710 31
Future Vol, veh/h 0 0 0 29 0 468 118 217 0 0 710 31
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 - - Free - - None - - None
Storage Length - - - 0 - 0 225 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 3 3 3 3 3 9 4 10 3 3 15 10
Mvmt Flow 0 0 0 31 0 493 124 228 0 0 747 33
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 850 - - 780 0 - - - 0
Stage 1 476 - - - - - - - -
Stage 2 374 - - - - - - - -
Critical Hdwy 6.86 - - 4.18 - - - - -
Critical Hdwy Stg 1 5.86 - - - - - - - -
Critical Hdwy Stg 2 5.86 - - - - - - - -
Follow-up Hdwy 3.53 - - 2.24 - - - - -
Pot Cap-1 Maneuver 298 0 0 820 - 0 0 - -
Stage 1 588 0 0 - - 0 0 - -
Stage 2 663 0 0 - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 253 0 - 820 - - - - -
Mov Cap-2 Maneuver 253 0 - - - - - - -
Stage 1 499 0 - - - - - - -
Stage 2 663 0 - - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 21.2 3.6 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR
Capacity (veh/h) 820 - 253 - - -
HCM Lane V/C Ratio 0.151 - 0.121 - - -
HCM Control Delay (s/veh) 10.2 - 21.2 0 - -
HCM Lane LOS B - C A - -
HCM 95th %tile Q (veh) 0.5 - 0.4 - - -
363
Section 7, Item 7D
HCM 6th TWSC
10: Clayton Ave & SR 99 Sb Off Ramp 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 10
Intersection
Int Delay, s/veh 2.1
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 0 37 150 21 42 0
Future Vol, veh/h 0 37 150 21 42 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - Yield - Free - None
Storage Length - 0 - 0 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 3 11 13 5 3 3
Mvmt Flow 0 40 161 23 45 0
Major/Minor Major1 Minor2
Conflicting Flow All 0 - 161 -
Stage 1 - - 0 -
Stage 2 - - 161 -
Critical Hdwy - - 6.43 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - 5.43 -
Follow-up Hdwy - - 3.527 -
Pot Cap-1 Maneuver - 0 828 0
Stage 1 - 0 - 0
Stage 2 - 0 865 0
Platoon blocked, % -
Mov Cap-1 Maneuver - - 828 0
Mov Cap-2 Maneuver - - 828 0
Stage 1 - - - 0
Stage 2 - - 865 0
Approach SE NW
HCM Control Delay, s/v 0 9.6
HCM LOS A
Minor Lane/Major Mvmt NWLn1 SET
Capacity (veh/h) 828 -
HCM Lane V/C Ratio 0.055 -
HCM Control Delay (s/veh) 9.6 -
HCM Lane LOS A -
HCM 95th %tile Q (veh) 0.2 -
364
Section 7, Item 7D
HCM 6th TWSC
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 06/01/2024 Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 11
Intersection
Int Delay, s/veh 79.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 103 17 58 0 0 0 4 232 9 553 151 41
Future Vol, veh/h 103 17 58 0 0 0 4 232 9 553 151 41
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Free Free Free Free Free Free Free Free Free RT Channelized - - Yield - - None - - Yield - - None
Storage Length - - - - - - 75 - - 150 - -
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, % 8 24 10 3 3 3 3 8 22 12 23 3
Mvmt Flow 110 18 62 0 0 0 4 247 10 588 161 44
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1491 1614 103 205 0 0 247 0 0
Stage 1 1359 1359 - - - - - - -
Stage 2 132 255 - - - - - - -
Critical Hdwy 6.96 6.98 7.1 4.16 - - 4.34 - -
Critical Hdwy Stg 1 5.96 5.98 - - - - - - -
Critical Hdwy Stg 2 5.96 5.98 - - - - - - -
Follow-up Hdwy 3.58 4.24 3.4 2.23 - - 2.32 - -
Pot Cap-1 Maneuver ~ 108 83 907 1356 - - 1246 - -
Stage 1 193 178 - - - - - - -
Stage 2 862 644 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 57 0 907 1356 - - 1246 - -
Mov Cap-2 Maneuver ~ 57 0 - - - - - - -
Stage 1 192 0 - - - - - - -
Stage 2 455 0 - - - - - - -
Approach EB NB SB
HCM Control Delay, s/v$ 490.6 0.1 7.8
HCM LOS F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 SBL SBT SBR Capacity (veh/h) 1356 - - 57 907 1246 - -
HCM Lane V/C Ratio 0.003 - - 2.24 0.068 0.472 - -
HCM Control Delay (s/veh) 7.7 - -$ 723.2 9.3 10.4 - -
HCM Lane LOS A - - F A B - -
HCM 95th %tile Q (veh) 0 - - 12.6 0.2 2.6 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon f'h
365
Section 7, Item 7D
HCM 6th TWSC
12: SR 99 SB Off Ramp & Adams Ave 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 12
Intersection
Int Delay, s/veh 3.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 132 0 0 74 1 107
Future Vol, veh/h 132 0 0 74 1 107
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 86 86 86 86 86 86
Heavy Vehicles, % 4 3 3 3 3 7
Mvmt Flow 153 0 0 86 1 124
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 239 153
Stage 1 - - - - 153 -
Stage 2 - - - - 86 -
Critical Hdwy - - - - 6.43 6.27
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - - - 3.527 3.363
Pot Cap-1 Maneuver - 0 0 - 747 880
Stage 1 - 0 0 - 873 -
Stage 2 - 0 0 - 935 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 747 880
Mov Cap-2 Maneuver - - - - 747 -
Stage 1 - - - - 873 -
Stage 2 - - - - 935 -
Approach EB WB NB
HCM Control Delay, s/v 0 0 9.7
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBT
Capacity (veh/h) 888 - -
HCM Lane V/C Ratio 0.141 - -
HCM Control Delay (s/veh) 9.7 - -
HCM Lane LOS A - -
HCM 95th %tile Q (veh) 0.5 - -
366
Section 7, Item 7D
HCM 6th TWSC
13: Adams Ave & SR 99 NB On Ramp 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 13
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 0 241 0 0 75 279 0 0 0 0
Future Vol, veh/h 0 241 0 0 75 279 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - None - None - -
Storage Length - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - 0 - 0 -
Grade, % - 0 - - 0 - 0 - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 3 5 3 3 3 4 3 3 3 3
Mvmt Flow 0 254 0 0 79 294 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All - 0 - - - 0 - 254
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy - - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy - - - - - - - 3.327
Pot Cap-1 Maneuver 0 - 0 0 - - 0 782
Stage 1 0 - 0 0 - - 0 -
Stage 2 0 - 0 0 - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - 782
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBT WBR
Capacity (veh/h) - - - -
HCM Lane V/C Ratio - - - -
HCM Control Delay (s/veh) 0 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q (veh) - - - -
367
Section 7, Item 7D
HCM 6th TWSC
15: Merced St. & SR 99 NB Ramps 06/01/2024
Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 14
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 12 0 164 161 568 0 0 313 210
Future Vol, veh/h 0 0 0 12 0 164 161 568 0 0 313 210
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 - - - - - - 50 - - - - -
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 20 3 10 4 3 3 3 7 3
Mvmt Flow 0 0 0 13 0 178 175 617 0 0 340 228
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1421 1535 617 568 0 - - - 0
Stage 1 967 967 - - - - - - -
Stage 2 454 568 - - - - - - -
Critical Hdwy 6.6 6.53 6.3 4.14 - - - - -
Critical Hdwy Stg 1 5.6 5.53 - - - - - - -
Critical Hdwy Stg 2 5.6 5.53 - - - - - - -
Follow-up Hdwy 3.68 4.027 3.39 2.236 - - - - -
Pot Cap-1 Maneuver 137 116 476 994 - 0 0 - -
Stage 1 342 331 - - - 0 0 - -
Stage 2 603 505 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 113 0 476 994 - - - - -
Mov Cap-2 Maneuver 113 0 - - - - - - -
Stage 1 282 0 - - - - - - -
Stage 2 603 0 - - - - - - -
Approach NW NE SW
HCM Control Delay, s/v 22.8 2.1 0
HCM LOS C
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 994 - 390 - -
HCM Lane V/C Ratio 0.176 - 0.491 - -
HCM Control Delay (s/veh) 9.4 - 22.8 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q (veh) 0.6 - 2.6 - -
368
Section 7, Item 7D
HCM 6th AWSC
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/01/2024 Existing Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 1
Intersection
Intersection Delay, s/veh 21.2
Intersection LOS C
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 202 85 14 10 0 326 0 201 27 223 98 0 Future Vol, veh/h 202 85 14 10 0 326 0 201 27 223 98 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, % 7 10 3 10 3 3 3 3 4 6 9 3
Mvmt Flow 222 93 15 11 0 358 0 221 30 245 108 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 24.1 22.8 18.6 18.6
HCM LOS C C C C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 3% 67% 100% 0%
Vol Thru, % 88% 0% 28% 0% 100%
Vol Right, % 12% 97% 5% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 228 336 301 223 98
LT Vol 0 10 202 223 0
Through Vol 201 0 85 0 98
RT Vol 27 326 14 0 0
Lane Flow Rate 251 369 331 245 108
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.523 0.681 0.671 0.562 0.233
Departure Headway (Hd) 7.511 6.643 7.307 8.253 7.791
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 479 543 493 436 461
Service Time 5.572 4.696 5.363 6.009 5.546
HCM Lane V/C Ratio 0.524 0.68 0.671 0.562 0.234
HCM Control Delay, s/veh 18.6 22.8 24.1 21.1 12.9
HCM Lane LOS C C C C B
HCM 95th-tile Q 3 5.2 4.9 3.4 0.9
369
Section 7, Item 7D
HCM 6th TWSC
1: American Ave & SR 99 SB Off Ramp 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 247 65 0 79 34
Future Vol, veh/h 0 247 65 0 79 34
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 225
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 81 81 81 81 81 81
Heavy Vehicles, % 3 5 11 3 11 3
Mvmt Flow 0 305 80 0 98 42
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 385 80
Stage 1 - - - - 80 -
Stage 2 - - - - 305 -
Critical Hdwy - - - - 6.51 6.23
Critical Hdwy Stg 1 - - - - 5.51 -
Critical Hdwy Stg 2 - - - - 5.51 -
Follow-up Hdwy - - - - 3.599 3.327
Pot Cap-1 Maneuver 0 - - 0 601 977
Stage 1 0 - - 0 921 -
Stage 2 0 - - 0 728 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 601 977
Mov Cap-2 Maneuver - - - - 601 -
Stage 1 - - - - 921 -
Stage 2 - - - - 728 -
Approach EB WB SB
HCM Control Delay, s/v 0 0 11.1
HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1 SBLn2
Capacity (veh/h) - - 601 977
HCM Lane V/C Ratio - - 0.162 0.043
HCM Control Delay (s/veh) - - 12.1 8.9
HCM Lane LOS - - B A
HCM 95th %tile Q (veh) - - 0.6 0.1
+ + r
370
Section 7, Item 7D
HCM 6th TWSC
2: American Ave & SR 99 NB On Ramp 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 2
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 116 209 0 0 65 172 0 0 0 0
Future Vol, veh/h 116 209 0 0 65 172 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - Free - None - -
Storage Length - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - 0 - 0 -
Grade, % - 0 - - 0 - 0 - 0 -
Peak Hour Factor 80 80 80 80 80 80 80 80 80 80
Heavy Vehicles, % 7 6 3 3 10 6 3 3 3 3
Mvmt Flow 145 261 0 0 81 215 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 81 0 - - - 0 - 261
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy 4.17 - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy 2.263 - - - - - - 3.327
Pot Cap-1 Maneuver 1486 - 0 0 - 0 0 775
Stage 1 - - 0 0 - 0 0 -
Stage 2 - - 0 0 - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1486 - - - - - - 775
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 2.7 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT
Capacity (veh/h) - 1486 - -
HCM Lane V/C Ratio - 0.098 - -
HCM Control Delay (s/veh) 0 7.7 0 -
HCM Lane LOS A A A -
HCM 95th %tile Q (veh) - 0.3 - -
371
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 3
Intersection
Int Delay, s/veh 1.5
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 40 31 365 5 10 287
Future Vol, veh/h 40 31 365 5 10 287
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 82 82 82 82 82 82
Heavy Vehicles, % 3 13 6 20 30 5
Mvmt Flow 49 38 445 6 12 350
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 662 223 0 0 451 0
Stage 1 445 - - - - -
Stage 2 217 - - - - -
Critical Hdwy 6.86 7.16 - - 4.7 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.43 - - 2.5 -
Pot Cap-1 Maneuver 393 748 - - 931 -
Stage 1 610 - - - - -
Stage 2 795 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 381 748 - - 931 -
Mov Cap-2 Maneuver 381 - - - - -
Stage 1 610 - - - - -
Stage 2 771 - - - - -
Approach EB SE NW
HCM Control Delay, s/v 14 0 0.3
HCM LOS B
Minor Lane/Major Mvmt NWL NWT EBLn1 SET SER
Capacity (veh/h) 931 - 485 - -
HCM Lane V/C Ratio 0.013 - 0.179 - -
HCM Control Delay (s/veh) 8.9 - 14 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q (veh) 0 - 0.6 - -
372
Section 7, Item 7D
HCM 6th TWSC
4: Clovis Ave & Jefferson Ave 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 4
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 0 0 0 0 1 3 777 0 2 615 0
Future Vol, veh/h 1 0 0 0 0 1 3 777 0 2 615 0
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 - - - - - - 150 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 25 25 25 25 25 25 38 93 25 25 96 25
Heavy Vehicles, % 3 3 3 3 3 3 3 7 3 50 7 3
Mvmt Flow 4 0 0 0 0 4 8 835 0 8 641 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1091 1508 321 1188 1508 418 641 0 0 835 0 0 Stage 1 657 657 - 851 851 - - - - - - -
Stage 2 434 851 - 337 657 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 7.56 6.56 6.96 4.16 - - 5.1 - - Critical Hdwy Stg 1 6.56 5.56 - 6.56 5.56 - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - 6.56 5.56 - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 3.53 4.03 3.33 2.23 - - 2.7 - - Pot Cap-1 Maneuver 168 119 672 142 119 581 933 - - 550 - - Stage 1 418 457 - 319 372 - - - - - - -
Stage 2 568 372 - 648 457 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 164 116 672 139 116 581 933 - - 550 - - Mov Cap-2 Maneuver 164 116 - 139 116 - - - - - - -
Stage 1 414 450 - 316 369 - - - - - - -
Stage 2 559 369 - 639 450 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 27.5 11.2 0.1 0.1
HCM LOS D B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 933 - - 164 581 550 - -
HCM Lane V/C Ratio 0.008 - - 0.024 0.007 0.015 - -
HCM Control Delay (s/veh) 8.9 - - 27.5 11.2 11.6 - -
HCM Lane LOS A - - D B B - -
HCM 95th %tile Q (veh) 0 - - 0.1 0 0 - -
4* 4* *1+1* *1+1*
373
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 5
Intersection
Int Delay, s/veh 0.9
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 18 18 0 768 25 39 574
Future Vol, veh/h 18 18 0 768 25 39 574
Conflicting Peds, #/hr 18 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - - 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 94 94 92 94 94 94 94
Heavy Vehicles, % 11 3 3 8 12 3 7
Mvmt Flow 19 19 0 817 27 41 611
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1252 437 611 0 0 859 0
Stage 1 846 - - - - - -
Stage 2 406 - - - - - -
Critical Hdwy 7.02 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.02 - - - - - -
Critical Hdwy Stg 2 6.02 - - - - - -
Follow-up Hdwy 3.61 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 152 565 585 - - 772 -
Stage 1 359 - - - - - -
Stage 2 616 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 139 557 585 - - 761 -
Mov Cap-2 Maneuver 139 - - - - - -
Stage 1 354 - - - - - -
Stage 2 573 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 24.6 0 0.6
HCM LOS C
Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT
Capacity (veh/h) 585 - - 222 761 -
HCM Lane V/C Ratio - - - 0.173 0.055 -
HCM Control Delay (s/veh) 0 - - 24.6 10 -
HCM Lane LOS A - - C B -
HCM 95th %tile Q (veh) 0 - - 0.6 0.2 -
fl ft* ft
374
Section 7, Item 7D
HCM 6th TWSC
6: Fowler Ave & Lincoln Ave 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 6
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 0 50 14 3 29 5 6 77 2 3 55 2
Future Vol, veh/h 0 50 14 3 29 5 6 77 2 3 55 2
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 0 56 16 3 32 6 7 86 2 3 61 2
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 188 170 62 205 170 87 63 0 0 88 0 0 Stage 1 68 68 - 101 101 - - - - - - -
Stage 2 120 102 - 104 69 - - - - - - -
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 770 721 1000 751 721 969 1533 - - 1501 - - Stage 1 940 836 - 903 810 - - - - - - -
Stage 2 882 809 - 899 835 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 735 716 1000 692 716 969 1533 - - 1501 - - Mov Cap-2 Maneuver 735 716 - 692 716 - - - - - - -
Stage 1 935 834 - 898 806 - - - - - - -
Stage 2 838 805 - 824 833 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 10.2 10.2 0.5 0.4
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1533 - - 763 740 1501 - -
HCM Lane V/C Ratio 0.004 - - 0.093 0.056 0.002 - -
HCM Control Delay (s/veh) 7.4 0 - 10.2 10.2 7.4 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q (veh) 0 - - 0.3 0.2 0 - -
375
Section 7, Item 7D
HCM 6th TWSC
7: Golden St. Blvd. & Clayton Ave 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 7
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations
Traffic Vol, veh/h 0 3 0 47 0 157 30 391 0 1 191 13
Future Vol, veh/h 0 3 0 47 0 157 30 391 0 1 191 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 - - - - - - - - 125 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83
Heavy Vehicles, % 3 3 3 50 3 3 3 6 3 3 9 3
Mvmt Flow 0 4 0 57 0 189 36 471 0 1 230 16
Major/Minor Minor1 Minor2 Major1 Major2
Conflicting Flow All 660 791 236 550 783 123 246 0 0 471 0 0 Stage 1 543 543 - 240 240 - - - - - - -
Stage 2 117 248 - 310 543 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 8.5 6.56 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - 7.5 5.56 - - - - - - -
Critical Hdwy Stg 2 6.56 5.56 - 7.5 5.56 - - - - - - -
Follow-up Hdwy 3.53 4.03 3.33 4 4.03 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver 346 319 763 328 322 902 1310 - - 1080 - - Stage 1 489 515 - 622 703 - - - - - - -
Stage 2 872 697 - 558 515 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 265 307 763 316 310 902 1310 - - 1080 - - Mov Cap-2 Maneuver 265 307 - 316 310 - - - - - - -
Stage 1 471 496 - 599 702 - - - - - - -
Stage 2 688 696 - 533 496 - - - - - - -
Approach EB WB SE NW
HCM Control Delay, s/v 16.9 14.3 0.7 0
HCM LOS C B
Minor Lane/Major Mvmt NWL NWT NWR EBLn1WBLn1 SEL SET SER Capacity (veh/h) 1080 - - 307 632 1310 - -
HCM Lane V/C Ratio 0.001 - - 0.012 0.389 0.028 - -
HCM Control Delay (s/veh) 8.3 0 - 16.9 14.3 7.8 0.1 -
HCM Lane LOS A A - C B A A -
HCM 95th %tile Q (veh) 0 - - 0 1.8 0.1 - -
4» 4> 4+ f 4T>
376
Section 7, Item 7D
HCM 6th TWSC
8: Fowler Ave & Clayton Ave 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 8
Intersection
Int Delay, s/veh 2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 15 13 6 47 71 3
Future Vol, veh/h 15 13 6 47 71 3
Conflicting Peds, #/hr 4 0 0 0 0 2
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 83 83 83 83 83 83
Heavy Vehicles, % 3 3 3 6 4 50
Mvmt Flow 18 16 7 57 86 4
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 165 90 92 0 - 0
Stage 1 90 - - - - -
Stage 2 75 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 823 965 1496 - - -
Stage 1 931 - - - - -
Stage 2 945 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 816 963 1493 - - -
Mov Cap-2 Maneuver 816 - - - - -
Stage 1 924 - - - - -
Stage 2 943 - - - - -
Approach EB NB SB
HCM Control Delay, s/v 9.3 0.8 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1493 - 878 - -
HCM Lane V/C Ratio 0.005 - 0.038 - -
HCM Control Delay (s/veh) 7.4 0 9.3 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q (veh) 0 - 0.1 - -
377
Section 7, Item 7D
HCM 6th TWSC
9: Clovis Ave & SR 99 NB On Ramp/SR 99 NB Off Ramp 06/01/2024 Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 9
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 24 0 581 68 208 0 0 650 94
Future Vol, veh/h 0 0 0 24 0 581 68 208 0 0 650 94
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 - - Free - - None - - None
Storage Length - - - 0 - 0 225 - - - - -
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, % 3 3 3 20 3 9 3 9 3 3 9 15
Mvmt Flow 0 0 0 25 0 599 70 214 0 0 670 97
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 689 - - 767 0 - - - 0
Stage 1 354 - - - - - - - -
Stage 2 335 - - - - - - - -
Critical Hdwy 7.2 - - 4.16 - - - - -
Critical Hdwy Stg 1 6.2 - - - - - - - -
Critical Hdwy Stg 2 6.2 - - - - - - - -
Follow-up Hdwy 3.7 - - 2.23 - - - - -
Pot Cap-1 Maneuver 342 0 0 836 - 0 0 - -
Stage 1 631 0 0 - - 0 0 - -
Stage 2 646 0 0 - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 313 0 - 836 - - - - -
Mov Cap-2 Maneuver 313 0 - - - - - - -
Stage 1 578 0 - - - - - - -
Stage 2 646 0 - - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 17.5 2.4 0
HCM LOS C
Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR
Capacity (veh/h) 836 - 313 - - -
HCM Lane V/C Ratio 0.084 - 0.079 - - -
HCM Control Delay (s/veh) 9.7 - 17.5 0 - -
HCM Lane LOS A - C A - -
HCM 95th %tile Q (veh) 0.3 - 0.3 - - -
378
Section 7, Item 7D
HCM 6th TWSC
10: Clayton Ave & SR 99 Sb Off Ramp 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 10
Intersection
Int Delay, s/veh 1.5
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 0 62 208 14 33 0
Future Vol, veh/h 0 62 208 14 33 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - Yield - Free - None
Storage Length - 0 - 0 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 67 67 67 67 67 67
Heavy Vehicles, % 3 10 4 21 12 3
Mvmt Flow 0 93 310 21 49 0
Major/Minor Major1 Minor2
Conflicting Flow All 0 - 310 -
Stage 1 - - 0 -
Stage 2 - - 310 -
Critical Hdwy - - 6.52 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - 5.52 -
Follow-up Hdwy - - 3.608 -
Pot Cap-1 Maneuver - 0 662 0
Stage 1 - 0 - 0
Stage 2 - 0 722 0
Platoon blocked, % -
Mov Cap-1 Maneuver - - 662 0
Mov Cap-2 Maneuver - - 662 0
Stage 1 - - - 0
Stage 2 - - 722 0
Approach SE NW
HCM Control Delay, s/v 0 10.9
HCM LOS B
Minor Lane/Major Mvmt NWLn1 SET
Capacity (veh/h) 662 -
HCM Lane V/C Ratio 0.074 -
HCM Control Delay (s/veh) 10.9 -
HCM Lane LOS B -
HCM 95th %tile Q (veh) 0.2 -
379
Section 7, Item 7D
HCM 6th TWSC
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 06/01/2024 Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 11
Intersection
Int Delay, s/veh 55.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 77 24 170 0 0 0 2 201 10 472 173 31
Future Vol, veh/h 77 24 170 0 0 0 2 201 10 472 173 31
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Free Free Free Free Free Free Free Free Free RT Channelized - - Yield - - None - - Yield - - None
Storage Length - - - - - - 75 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84
Heavy Vehicles, % 6 3 6 3 3 3 3 7 20 8 4 13
Mvmt Flow 92 29 202 0 0 0 2 239 12 562 206 37
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1473 1592 122 243 0 0 239 0 0
Stage 1 1349 1349 - - - - - - -
Stage 2 124 243 - - - - - - -
Critical Hdwy 6.92 6.56 7.02 4.16 - - 4.26 - -
Critical Hdwy Stg 1 5.92 5.56 - - - - - - -
Critical Hdwy Stg 2 5.92 5.56 - - - - - - -
Follow-up Hdwy 3.56 4.03 3.36 2.23 - - 2.28 - -
Pot Cap-1 Maneuver 113 105 894 1313 - - 1282 - -
Stage 1 199 216 - - - - - - -
Stage 2 876 701 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 63 0 894 1313 - - 1282 - -
Mov Cap-2 Maneuver ~ 63 0 - - - - - - -
Stage 1 199 0 - - - - - - -
Stage 2 492 0 - - - - - - -
Approach EB NB SB
HCM Control Delay, s/v218.1 0.1 7
HCM LOS F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 SBL SBT SBR Capacity (veh/h) 1313 - - 63 894 1282 - -
HCM Lane V/C Ratio 0.002 - - 1.909 0.226 0.438 - -
HCM Control Delay (s/veh) 7.7 - - $ 568 10.2 10 - -
HCM Lane LOS A - - F B A - -
HCM 95th %tile Q (veh) 0 - - 11.2 0.9 2.3 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon f'h
380
Section 7, Item 7D
HCM 6th TWSC
12: SR 99 SB Off Ramp & Adams Ave 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 12
Intersection
Int Delay, s/veh 5.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 127 0 0 74 3 207
Future Vol, veh/h 127 0 0 74 3 207
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 87 87 87 87 87 87
Heavy Vehicles, % 5 3 3 7 3 3
Mvmt Flow 146 0 0 85 3 238
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 231 146
Stage 1 - - - - 146 -
Stage 2 - - - - 85 -
Critical Hdwy - - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - - - 3.527 3.327
Pot Cap-1 Maneuver - 0 0 - 755 898
Stage 1 - 0 0 - 879 -
Stage 2 - 0 0 - 936 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 755 898
Mov Cap-2 Maneuver - - - - 755 -
Stage 1 - - - - 879 -
Stage 2 - - - - 936 -
Approach EB WB NB
HCM Control Delay, s/v 0 0 10.4
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT WBT
Capacity (veh/h) 911 - -
HCM Lane V/C Ratio 0.265 - -
HCM Control Delay (s/veh) 10.4 - -
HCM Lane LOS B - -
HCM 95th %tile Q (veh) 1.1 - -
381
Section 7, Item 7D
HCM 6th TWSC
13: Adams Ave & SR 99 NB On Ramp 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 13
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 0 349 0 0 63 171 0 0 0 0
Future Vol, veh/h 0 349 0 0 63 171 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - 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
Heavy Vehicles, % 3 4 3 3 5 5 3 3 3 3
Mvmt Flow 0 401 0 0 72 197 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All - 0 - - - 0 - 401
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy - - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy - - - - - - - 3.327
Pot Cap-1 Maneuver 0 - 0 0 - - 0 647
Stage 1 0 - 0 0 - - 0 -
Stage 2 0 - 0 0 - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - 647
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBT WBR
Capacity (veh/h) - - - -
HCM Lane V/C Ratio - - - -
HCM Control Delay (s/veh) 0 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q (veh) - - - -
382
Section 7, Item 7D
HCM 6th TWSC
15: Merced St. & SR 99 NB Ramps 06/01/2024
Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 14
Intersection
Int Delay, s/veh 3.3
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 24 4 118 152 386 0 0 339 188
Future Vol, veh/h 0 0 0 24 4 118 152 386 0 0 339 188
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 50 - - - - -
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, % 3 3 3 4 20 8 7 3 3 3 3 4
Mvmt Flow 0 0 0 26 4 126 162 411 0 0 361 200
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1196 1296 411 561 0 - - - 0
Stage 1 735 735 - - - - - - -
Stage 2 461 561 - - - - - - -
Critical Hdwy 6.44 6.7 6.28 4.17 - - - - -
Critical Hdwy Stg 1 5.44 5.7 - - - - - - -
Critical Hdwy Stg 2 5.44 5.7 - - - - - - -
Follow-up Hdwy 3.536 4.18 3.372 2.263 - - - - -
Pot Cap-1 Maneuver 204 149 628 986 - 0 0 - -
Stage 1 471 400 - - - 0 0 - -
Stage 2 631 482 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 171 0 628 986 - - - - -
Mov Cap-2 Maneuver 171 0 - - - - - - -
Stage 1 394 0 - - - - - - -
Stage 2 631 0 - - - - - - -
Approach NW NE SW
HCM Control Delay, s/v 17.9 2.6 0
HCM LOS C
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 986 - 433 - -
HCM Lane V/C Ratio 0.164 - 0.359 - -
HCM Control Delay (s/veh) 9.4 - 17.9 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q (veh) 0.6 - 1.6 - -
383
Section 7, Item 7D
HCM 6th AWSC
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/01/2024 Existing Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 1
Intersection
Intersection Delay, s/veh 16.1
Intersection LOS C
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 172 126 32 13 0 233 0 135 32 248 116 0 Future Vol, veh/h 172 126 32 13 0 233 0 135 32 248 116 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 4 3 3 3 3 3 3
Mvmt Flow 183 134 34 14 0 248 0 144 34 264 123 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 19.3 13.7 13.2 16.3
HCM LOS C B B C
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 5% 52% 100% 0%
Vol Thru, % 81% 0% 38% 0% 100%
Vol Right, % 19% 95% 10% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 167 246 330 248 116
LT Vol 0 13 172 248 0
Through Vol 135 0 126 0 116
RT Vol 32 233 32 0 0
Lane Flow Rate 178 262 351 264 123
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.335 0.437 0.62 0.54 0.235
Departure Headway (Hd) 6.782 6.012 6.362 7.364 6.853
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 529 597 565 491 523
Service Time 4.842 4.064 4.411 5.115 4.603
HCM Lane V/C Ratio 0.336 0.439 0.621 0.538 0.235
HCM Control Delay, s/veh 13.2 13.7 19.3 18.5 11.7
HCM Lane LOS B B C C B
HCM 95th-tile Q 1.5 2.2 4.2 3.2 0.9
384
Section 7, Item 7D
HORIZON YEAR WITHOUT PROJECT
385
Section 7, Item 7D
HCM 6th TWSC
1: American Ave & SR 99 SB Off Ramp 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 6.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 152 181 0 171 199
Future Vol, veh/h 0 152 181 0 171 199
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 225
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 17 18 3 13 7
Mvmt Flow 0 165 197 0 186 216
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 362 197
Stage 1 - - - - 197 -
Stage 2 - - - - 165 -
Critical Hdwy - - - - 6.53 6.27
Critical Hdwy Stg 1 - - - - 5.53 -
Critical Hdwy Stg 2 - - - - 5.53 -
Follow-up Hdwy - - - - 3.617 3.363
Pot Cap-1 Maneuver 0 - - 0 616 832
Stage 1 0 - - 0 811 -
Stage 2 0 - - 0 838 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 616 832
Mov Cap-2 Maneuver - - - - 616 -
Stage 1 - - - - 811 -
Stage 2 - - - - 838 -
Approach EB WB SB
HCM Control Delay, s/v 0 0 12
HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1 SBLn2
Capacity (veh/h) - - 616 832
HCM Lane V/C Ratio - - 0.302 0.26
HCM Control Delay (s/veh) - - 13.4 10.8
HCM Lane LOS - - B B
HCM 95th %tile Q (veh) - - 1.3 1
+ + r
386
Section 7, Item 7D
HCM 6th TWSC
2: American Ave & SR 99 NB On Ramp 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 2
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 68 260 0 0 184 122 0 0 0 0
Future Vol, veh/h 68 260 0 0 184 122 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - Free - 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
Heavy Vehicles, % 15 13 3 3 15 12 3 3 3 3
Mvmt Flow 74 283 0 0 200 133 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 200 0 - - - 0 - 283
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy 4.25 - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy 2.335 - - - - - - 3.327
Pot Cap-1 Maneuver 1298 - 0 0 - 0 0 754
Stage 1 - - 0 0 - 0 0 -
Stage 2 - - 0 0 - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1298 - - - - - - 754
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 1.6 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT
Capacity (veh/h) - 1298 - -
HCM Lane V/C Ratio - 0.057 - -
HCM Control Delay (s/veh) 0 7.9 0 -
HCM Lane LOS A A A -
HCM 95th %tile Q (veh) - 0.2 - -
387
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 3
Intersection
Int Delay, s/veh 3.2
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 43 36 746 26 38 884
Future Vol, veh/h 43 36 746 26 38 884
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 42 42 13 13 10 10
Mvmt Flow 47 39 811 28 41 961
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1392 406 0 0 839 0
Stage 1 811 - - - - -
Stage 2 581 - - - - -
Critical Hdwy 7.64 7.74 - - 4.3 -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.64 - - - - -
Follow-up Hdwy 3.92 3.72 - - 2.3 -
Pot Cap-1 Maneuver 93 495 - - 742 -
Stage 1 310 - - - - -
Stage 2 424 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 86 495 - - 742 -
Mov Cap-2 Maneuver 86 - - - - -
Stage 1 310 - - - - -
Stage 2 394 - - - - -
Approach EB SE NW
HCM Control Delay, s/v 66.6 0 0.4
HCM LOS F
Minor Lane/Major Mvmt NWL NWT EBLn1 SET SER
Capacity (veh/h) 742 - 138 - -
HCM Lane V/C Ratio 0.056 - 0.622 - -
HCM Control Delay (s/veh) 10.1 - 66.6 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q (veh) 0.2 - 3.3 - -
388
Section 7, Item 7D
HCM 6th TWSC
4: Clovis Ave & Jefferson Ave 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 4
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 1 0 1 6 0 0 4 798 1 4 1113 1
Future Vol, veh/h 1 0 1 6 0 0 4 798 1 4 1113 1
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 - - - - - - 150 - - 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, % 42 3 42 3 3 3 33 8 3 33 12 3
Mvmt Flow 1 0 1 7 0 0 4 867 1 4 1210 1
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1661 2095 606 1489 2095 434 1211 0 0 868 0 0 Stage 1 1219 1219 - 876 876 - - - - - - -
Stage 2 442 876 - 613 1219 - - - - - - -
Critical Hdwy 8.34 6.56 7.74 7.56 6.56 6.96 4.76 - - 4.76 - - Critical Hdwy Stg 1 7.34 5.56 - 6.56 5.56 - - - - - - - Critical Hdwy Stg 2 7.34 5.56 - 6.56 5.56 - - - - - - - Follow-up Hdwy 3.92 4.03 3.72 3.53 4.03 3.33 2.53 - - 2.53 - - Pot Cap-1 Maneuver 42 51 354 85 51 567 426 - - 603 - -
Stage 1 138 249 - 308 362 - - - - - - -
Stage 2 470 362 - 444 249 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 41 50 354 84 50 567 426 - - 603 - -
Mov Cap-2 Maneuver 41 50 - 84 50 - - - - - - -
Stage 1 137 247 - 305 359 - - - - - - -
Stage 2 466 359 - 440 247 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 55.8 51.4 0.1 0
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 426 - - 73 84 603 - -
HCM Lane V/C Ratio 0.01 - - 0.03 0.078 0.007 - -
HCM Control Delay (s/veh) 13.5 - - 55.8 51.4 11 - -
HCM Lane LOS B - - F F B - -
HCM 95th %tile Q (veh) 0 - - 0.1 0.2 0 - -
4* 4* *1+1* *1+1*
389
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 5
Intersection
Int Delay, s/veh 1.3
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 24 39 0 767 22 45 1070
Future Vol, veh/h 24 39 0 767 22 45 1070
Conflicting Peds, #/hr 26 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - - 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97 97
Heavy Vehicles, % 12 3 3 8 6 3 12
Mvmt Flow 25 40 0 791 23 46 1103
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1488 422 1103 0 0 829 0
Stage 1 818 - - - - - -
Stage 2 670 - - - - - -
Critical Hdwy 7.04 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.04 - - - - - -
Critical Hdwy Stg 2 6.04 - - - - - -
Follow-up Hdwy 3.62 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 104 577 283 - - 792 -
Stage 1 370 - - - - - -
Stage 2 444 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 94 569 283 - - 781 -
Mov Cap-2 Maneuver 94 - - - - - -
Stage 1 365 - - - - - -
Stage 2 408 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 32.4 0 0.4
HCM LOS D
Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT
Capacity (veh/h) 283 - - 195 781 -
HCM Lane V/C Ratio - - - 0.333 0.059 -
HCM Control Delay (s/veh) 0 - - 32.4 9.9 -
HCM Lane LOS A - - D A -
HCM 95th %tile Q (veh) 0 - - 1.4 0.2 -
fl ft* ft
390
Section 7, Item 7D
HCM 6th TWSC
6: Fowler Ave & Lincoln Ave 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 6
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 0 39 25 12 48 7 18 46 89 13 70 1
Future Vol, veh/h 0 39 25 12 48 7 18 46 89 13 70 1
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 0 42 27 13 52 8 20 50 97 14 76 1
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 274 292 77 278 244 99 77 0 0 147 0 0 Stage 1 105 105 - 139 139 - - - - - - -
Stage 2 169 187 - 139 105 - - - - - - -
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 676 617 981 672 656 954 1515 - - 1429 - - Stage 1 898 806 - 862 780 - - - - - - -
Stage 2 831 743 - 862 806 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 617 602 981 607 640 954 1515 - - 1429 - - Mov Cap-2 Maneuver 617 602 - 607 640 - - - - - - -
Stage 1 885 798 - 849 768 - - - - - - -
Stage 2 757 732 - 786 798 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 10.6 11.2 0.9 1.2
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1515 - - 709 656 1429 - -
HCM Lane V/C Ratio 0.013 - - 0.098 0.111 0.01 - -
HCM Control Delay (s/veh) 7.4 0 - 10.6 11.2 7.5 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q (veh) 0 - - 0.3 0.4 0 - -
391
Section 7, Item 7D
HCM 6th TWSC
7: Golden St. Blvd. & Clayton Ave 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 7
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations
Traffic Vol, veh/h 0 1 0 2 0 4 0 472 4 0 838 2
Future Vol, veh/h 0 1 0 2 0 4 0 472 4 0 838 2
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 - - - - - - - - 125 - - -
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, % 3 3 3 50 3 50 3 13 3 3 7 3
Mvmt Flow 0 1 0 2 0 4 0 502 4 0 891 2
Major/Minor Minor1 Minor2 Major1 Major2
Conflicting Flow All 948 1395 251 1144 1398 447 893 0 0 506 0 0 Stage 1 502 502 - 892 892 - - - - - - -
Stage 2 446 893 - 252 506 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 8.5 6.56 7.9 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - 7.5 5.56 - - - - - - -
Critical Hdwy Stg 2 6.56 5.56 - 7.5 5.56 - - - - - - -
Follow-up Hdwy 3.53 4.03 3.33 4 4.03 3.8 2.23 - - 2.23 - - Pot Cap-1 Maneuver 214 139 746 107 138 446 749 - - 1048 - - Stage 1 517 538 - 221 356 - - - - - - -
Stage 2 559 356 - 610 536 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 212 139 746 106 138 446 749 - - 1048 - - Mov Cap-2 Maneuver 212 139 - 106 138 - - - - - - -
Stage 1 517 538 - 221 356 - - - - - - -
Stage 2 554 356 - 609 536 - - - - - - -
Approach EB WB SE NW
HCM Control Delay, s/v 31.1 22.2 0 0
HCM LOS D C
Minor Lane/Major Mvmt NWL NWT NWR EBLn1WBLn1 SEL SET SER Capacity (veh/h) 1048 - - 139 216 749 - -
HCM Lane V/C Ratio - - - 0.008 0.03 - - -
HCM Control Delay (s/veh) 0 - - 31.1 22.2 0 - -
HCM Lane LOS A - - D C A - -
HCM 95th %tile Q (veh) 0 - - 0 0.1 0 - -
4» 4> 4+ f 4T>
392
Section 7, Item 7D
HCM 6th TWSC
8: Fowler Ave & Clayton Ave 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 8
Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 6 4 70 106 3
Future Vol, veh/h 1 6 4 70 106 3
Conflicting Peds, #/hr 4 0 0 0 0 2
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 33 4 3 50
Mvmt Flow 1 7 4 76 115 3
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 207 119 120 0 - 0
Stage 1 119 - - - - -
Stage 2 88 - - - - -
Critical Hdwy 6.43 6.23 4.43 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.497 - - -
Pot Cap-1 Maneuver 779 930 1296 - - -
Stage 1 904 - - - - -
Stage 2 933 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 774 928 1294 - - -
Mov Cap-2 Maneuver 774 - - - - -
Stage 1 899 - - - - -
Stage 2 931 - - - - -
Approach EB NB SB
HCM Control Delay, s/v 9 0.4 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1294 - 902 - -
HCM Lane V/C Ratio 0.003 - 0.008 - -
HCM Control Delay (s/veh) 7.8 0 9 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q (veh) 0 - 0 - -
393
Section 7, Item 7D
HCM 6th TWSC
9: Clovis Ave & SR 99 NB On Ramp/SR 99 NB Off Ramp 06/01/2024 Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 9
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 0 0 0 43 0 618 175 207 0 0 1043 28
Future Vol, veh/h 0 0 0 43 0 618 175 207 0 0 1043 28
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 - - Free - - None - - None
Storage Length - - - 0 - 0 225 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 3 3 3 3 3 9 4 10 3 3 15 10
Mvmt Flow 0 0 0 45 0 651 184 218 0 0 1098 29
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1135 - - 1127 0 - - - 0
Stage 1 586 - - - - - - - -
Stage 2 549 - - - - - - - -
Critical Hdwy 6.86 - - 4.18 - - - - -
Critical Hdwy Stg 1 5.86 - - - - - - - -
Critical Hdwy Stg 2 5.86 - - - - - - - -
Follow-up Hdwy 3.53 - - 2.24 - - - - -
Pot Cap-1 Maneuver 194 0 0 604 - 0 0 - -
Stage 1 517 0 0 - - 0 0 - -
Stage 2 540 0 0 - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 135 0 - 604 - - - - -
Mov Cap-2 Maneuver 135 0 - - - - - - -
Stage 1 359 0 - - - - - - -
Stage 2 540 0 - - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 44.6 6.2 0
HCM LOS E
Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR
Capacity (veh/h) 604 - 135 - - -
HCM Lane V/C Ratio 0.305 - 0.335 - - -
HCM Control Delay (s/veh) 13.6 - 44.6 0 - -
HCM Lane LOS B - E A - -
HCM 95th %tile Q (veh) 1.3 - 1.4 - - -
394
Section 7, Item 7D
HCM 6th TWSC
10: Clayton Ave & SR 99 Sb Off Ramp 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 10
Intersection
Int Delay, s/veh 3.4
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 0 55 107 31 62 0
Future Vol, veh/h 0 55 107 31 62 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - Yield - Free - None
Storage Length - 0 - 0 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 3 11 13 5 3 3
Mvmt Flow 0 59 115 33 67 0
Major/Minor Major1 Minor2
Conflicting Flow All 0 - 115 -
Stage 1 - - 0 -
Stage 2 - - 115 -
Critical Hdwy - - 6.43 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - 5.43 -
Follow-up Hdwy - - 3.527 -
Pot Cap-1 Maneuver - 0 879 0
Stage 1 - 0 - 0
Stage 2 - 0 907 0
Platoon blocked, % -
Mov Cap-1 Maneuver - - 879 0
Mov Cap-2 Maneuver - - 879 0
Stage 1 - - - 0
Stage 2 - - 907 0
Approach SE NW
HCM Control Delay, s/v 0 9.4
HCM LOS A
Minor Lane/Major Mvmt NWLn1 SET
Capacity (veh/h) 879 -
HCM Lane V/C Ratio 0.076 -
HCM Control Delay (s/veh) 9.4 -
HCM Lane LOS A -
HCM 95th %tile Q (veh) 0.2 -
395
Section 7, Item 7D
HCM 6th TWSC
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 06/01/2024 Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 11
Intersection
Int Delay, s/veh 170.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 37 25 86 0 0 0 6 345 13 810 224 61
Future Vol, veh/h 37 25 86 0 0 0 6 345 13 810 224 61
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Free Free Free Free Free Free Free Free Free RT Channelized - - Yield - - None - - Yield - - None
Storage Length - - - - - - 75 - - 150 - -
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, % 8 24 10 3 3 3 3 8 22 12 23 3
Mvmt Flow 39 27 91 0 0 0 6 367 14 862 238 65
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 2191 2374 152 303 0 0 367 0 0
Stage 1 1995 1995 - - - - - - -
Stage 2 196 379 - - - - - - -
Critical Hdwy 6.96 6.98 7.1 4.16 - - 4.34 - -
Critical Hdwy Stg 1 5.96 5.98 - - - - - - -
Critical Hdwy Stg 2 5.96 5.98 - - - - - - -
Follow-up Hdwy 3.58 4.24 3.4 2.23 - - 2.32 - -
Pot Cap-1 Maneuver ~ 36 ~ 25 842 1248 - - 1119 - -
Stage 1 85 80 - - - - - - -
Stage 2 800 561 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 8 0 842 1248 - - 1119 - -
Mov Cap-2 Maneuver ~ 8 0 - - - - - - -
Stage 1 85 0 - - - - - - -
Stage 2 184 0 - - - - - - -
Approach EB NB SB
HCM Control Delay, s/v$ 1750.5 0.1 13.4
HCM LOS F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 SBL SBT SBR Capacity (veh/h) 1248 - - 8 842 1119 - -
HCM Lane V/C Ratio 0.005 - - 8.245 0.109 0.77 - -
HCM Control Delay (s/veh) 7.9 - -$ 4165.1 9.8 18.1 - -
HCM Lane LOS A - - F A C - -
HCM 95th %tile Q (veh) 0 - - 9.8 0.4 8 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon f'h
396
Section 7, Item 7D
HCM 6th TWSC
12: SR 99 SB Off Ramp & Adams Ave 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 12
Intersection
Int Delay, s/veh 3.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 177 0 0 107 1 159
Future Vol, veh/h 177 0 0 107 1 159
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 3 3 3 3 7
Mvmt Flow 192 0 0 116 1 173
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 308 192
Stage 1 - - - - 192 -
Stage 2 - - - - 116 -
Critical Hdwy - - - - 6.43 6.27
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - - - 3.527 3.363
Pot Cap-1 Maneuver - 0 0 - 682 837
Stage 1 - 0 0 - 838 -
Stage 2 - 0 0 - 906 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 682 837
Mov Cap-2 Maneuver - - - - 682 -
Stage 1 - - - - 838 -
Stage 2 - - - - 906 -
Approach EB WB NB
HCM Control Delay, s/v 0 0 10.4
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT WBT
Capacity (veh/h) 842 - -
HCM Lane V/C Ratio 0.207 - -
HCM Control Delay (s/veh) 10.4 - -
HCM Lane LOS B - -
HCM 95th %tile Q (veh) 0.8 - -
397
Section 7, Item 7D
HCM 6th TWSC
13: Adams Ave & SR 99 NB On Ramp 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 13
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 0 336 0 0 111 415 0 0 0 0
Future Vol, veh/h 0 336 0 0 111 415 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - None - None - -
Storage Length - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - 0 - 0 -
Grade, % - 0 - - 0 - 0 - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 3 5 3 3 3 4 3 3 3 3
Mvmt Flow 0 354 0 0 117 437 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All - 0 - - - 0 - 354
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy - - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy - - - - - - - 3.327
Pot Cap-1 Maneuver 0 - 0 0 - - 0 688
Stage 1 0 - 0 0 - - 0 -
Stage 2 0 - 0 0 - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - 688
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBT WBR
Capacity (veh/h) - - - -
HCM Lane V/C Ratio - - - -
HCM Control Delay (s/veh) 0 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q (veh) - - - -
398
Section 7, Item 7D
HCM 6th TWSC
15: Merced St. & SR 99 NB Ramps 06/01/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 14
Intersection
Int Delay, s/veh 19.9
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 18 0 186 239 844 0 0 456 312
Future Vol, veh/h 0 0 0 18 0 186 239 844 0 0 456 312
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 - - - - - - 50 - - - - -
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 20 3 10 4 3 3 3 7 3
Mvmt Flow 0 0 0 20 0 202 260 917 0 0 496 339
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 2103 2272 917 835 0 - - - 0
Stage 1 1437 1437 - - - - - - -
Stage 2 666 835 - - - - - - -
Critical Hdwy 6.6 6.53 6.3 4.14 - - - - -
Critical Hdwy Stg 1 5.6 5.53 - - - - - - -
Critical Hdwy Stg 2 5.6 5.53 - - - - - - -
Follow-up Hdwy 3.68 4.027 3.39 2.236 - - - - -
Pot Cap-1 Maneuver 50 40 319 790 - 0 0 - -
Stage 1 200 198 - - - 0 0 - -
Stage 2 479 381 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 34 0 319 790 - - - - -
Mov Cap-2 Maneuver 34 0 - - - - - - -
Stage 1 134 0 - - - - - - -
Stage 2 479 0 - - - - - - -
Approach NW NE SW
HCM Control Delay, s/v 186.3 2.6 0
HCM LOS F
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 790 - 183 - -
HCM Lane V/C Ratio 0.329 - 1.212 - -
HCM Control Delay (s/veh) 11.8 - 186.3 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q (veh) 1.4 - 11.9 - -
399
Section 7, Item 7D
HCM 6th AWSC
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/01/2024 Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 1
Intersection
Intersection Delay, s/veh 142.7
Intersection LOS F
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 300 126 21 15 0 484 0 299 40 322 146 0 Future Vol, veh/h 300 126 21 15 0 484 0 299 40 322 146 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, % 7 10 3 10 3 3 3 3 4 6 9 3
Mvmt Flow 326 137 23 16 0 526 0 325 43 350 159 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 191 210.9 83.9 66.6
HCM LOS F F F F
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 3% 67% 100% 0%
Vol Thru, % 88% 0% 28% 0% 100%
Vol Right, % 12% 97% 5% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 339 499 447 322 146
LT Vol 0 15 300 322 0
Through Vol 299 0 126 0 146
RT Vol 40 484 21 0 0
Lane Flow Rate 368 542 486 350 159
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.986 1.369 1.312 0.995 0.431
Departure Headway (Hd) 11.759 10.159 10.976 11.929 11.456 Convergence, Y/N Yes Yes Yes Yes Yes
Cap 313 363 335 308 317
Service Time 9.759 8.159 8.976 9.629 9.156
HCM Lane V/C Ratio 1.176 1.493 1.451 1.136 0.502
HCM Control Delay, s/veh 83.9 210.9 191 86.6 22.6
HCM Lane LOS F F F F C
HCM 95th-tile Q 10.4 23.9 20.6 10.5 2.1
400
Section 7, Item 7D
HCM 6th TWSC
1: American Ave & SR 99 SB Off Ramp 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 3.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 367 97 0 108 51
Future Vol, veh/h 0 367 97 0 108 51
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 225
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 5 11 3 11 3
Mvmt Flow 0 399 105 0 117 55
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 504 105
Stage 1 - - - - 105 -
Stage 2 - - - - 399 -
Critical Hdwy - - - - 6.51 6.23
Critical Hdwy Stg 1 - - - - 5.51 -
Critical Hdwy Stg 2 - - - - 5.51 -
Follow-up Hdwy - - - - 3.599 3.327
Pot Cap-1 Maneuver 0 - - 0 512 947
Stage 1 0 - - 0 897 -
Stage 2 0 - - 0 659 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 512 947
Mov Cap-2 Maneuver - - - - 512 -
Stage 1 - - - - 897 -
Stage 2 - - - - 659 -
Approach EB WB SB
HCM Control Delay, s/v 0 0 12.5
HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1 SBLn2
Capacity (veh/h) - - 512 947
HCM Lane V/C Ratio - - 0.229 0.059
HCM Control Delay (s/veh) - - 14.1 9
HCM Lane LOS - - B A
HCM 95th %tile Q (veh) - - 0.9 0.2
+ + r
401
Section 7, Item 7D
HCM 6th TWSC
2: American Ave & SR 99 NB On Ramp 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 2
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 172 302 0 0 97 207 0 0 0 0
Future Vol, veh/h 172 302 0 0 97 207 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - Free - 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
Heavy Vehicles, % 7 6 3 3 10 6 3 3 3 3
Mvmt Flow 187 328 0 0 105 225 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 105 0 - - - 0 - 328
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy 4.17 - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy 2.263 - - - - - - 3.327
Pot Cap-1 Maneuver 1456 - 0 0 - 0 0 711
Stage 1 - - 0 0 - 0 0 -
Stage 2 - - 0 0 - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1456 - - - - - - 711
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 2.8 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT
Capacity (veh/h) - 1456 - -
HCM Lane V/C Ratio - 0.128 - -
HCM Control Delay (s/veh) 0 7.8 0 -
HCM Lane LOS A A A -
HCM 95th %tile Q (veh) - 0.4 - -
402
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 3
Intersection
Int Delay, s/veh 20.4
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 86 61 1121 11 20 793
Future Vol, veh/h 86 61 1121 11 20 793
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 13 6 20 30 5
Mvmt Flow 93 66 1218 12 22 862
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1711 609 0 0 1230 0
Stage 1 1218 - - - - -
Stage 2 493 - - - - -
Critical Hdwy 6.86 7.16 - - 4.7 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.43 - - 2.5 -
Pot Cap-1 Maneuver ~ 81 412 - - 430 -
Stage 1 241 - - - - -
Stage 2 576 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 76 412 - - 430 -
Mov Cap-2 Maneuver ~ 76 - - - - -
Stage 1 241 - - - - -
Stage 2 537 - - - - -
Approach EB SE NW
HCM Control Delay, s/v 289 0 0.3
HCM LOS F
Minor Lane/Major Mvmt NWL NWT EBLn1 SET SER
Capacity (veh/h) 430 - 115 - -
HCM Lane V/C Ratio 0.051 - 1.389 - -
HCM Control Delay (s/veh) 13.8 - 289 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q (veh) 0.2 - 11 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 403
Section 7, Item 7D
HCM 6th TWSC
4: Clovis Ave & Jefferson Ave 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 4
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 0 0 0 0 1 4 1138 0 3 911 0
Future Vol, veh/h 1 0 0 0 0 1 4 1138 0 3 911 0
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 - - - - - - 150 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 93 92 92 96 92
Heavy Vehicles, % 3 3 3 3 3 3 3 7 3 50 7 3
Mvmt Flow 1 0 0 0 0 1 4 1224 0 3 949 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1575 2187 475 1713 2187 612 949 0 0 1224 0 0 Stage 1 955 955 - 1232 1232 - - - - - - -
Stage 2 620 1232 - 481 955 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 7.56 6.56 6.96 4.16 - - 5.1 - - Critical Hdwy Stg 1 6.56 5.56 - 6.56 5.56 - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - 6.56 5.56 - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 3.53 4.03 3.33 2.23 - - 2.7 - - Pot Cap-1 Maneuver 73 45 533 58 45 434 713 - - 360 - -
Stage 1 276 333 - 186 246 - - - - - - -
Stage 2 440 246 - 532 333 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 72 44 533 57 44 434 713 - - 360 - -
Mov Cap-2 Maneuver 72 44 - 57 44 - - - - - - -
Stage 1 274 330 - 185 245 - - - - - - -
Stage 2 436 245 - 528 330 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 55.8 13.3 0 0.1
HCM LOS F B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 713 - - 72 434 360 - -
HCM Lane V/C Ratio 0.006 - - 0.015 0.003 0.009 - -
HCM Control Delay (s/veh) 10.1 - - 55.8 13.3 15.1 - -
HCM Lane LOS B - - F B C - -
HCM 95th %tile Q (veh) 0 - - 0 0 0 - -
4* 4* *1+1* *1+1*
404
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 5
Intersection
Int Delay, s/veh 2.6
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 27 27 0 1125 37 58 850
Future Vol, veh/h 27 27 0 1125 37 58 850
Conflicting Peds, #/hr 18 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - - 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 94 94 92 94 94 94 94
Heavy Vehicles, % 11 3 3 8 12 3 7
Mvmt Flow 29 29 0 1197 39 62 904
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1826 633 904 0 0 1251 0
Stage 1 1232 - - - - - -
Stage 2 594 - - - - - -
Critical Hdwy 7.02 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.02 - - - - - -
Critical Hdwy Stg 2 6.02 - - - - - -
Follow-up Hdwy 3.61 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 62 420 380 - - 547 -
Stage 1 221 - - - - - -
Stage 2 490 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 53 414 380 - - 539 -
Mov Cap-2 Maneuver 53 - - - - - -
Stage 1 218 - - - - - -
Stage 2 426 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 90.7 0 0.8
HCM LOS F
Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT
Capacity (veh/h) 380 - - 94 539 -
HCM Lane V/C Ratio - - - 0.611 0.114 -
HCM Control Delay (s/veh) 0 - - 90.7 12.5 -
HCM Lane LOS A - - F B -
HCM 95th %tile Q (veh) 0 - - 2.9 0.4 -
fl ft* ft
405
Section 7, Item 7D
HCM 6th TWSC
6: Fowler Ave & Lincoln Ave 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 6
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 0 74 21 4 43 7 9 98 3 4 79 3
Future Vol, veh/h 0 74 21 4 43 7 9 98 3 4 79 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 0 80 23 4 47 8 10 107 3 4 86 3
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 252 226 88 276 226 109 89 0 0 110 0 0 Stage 1 96 96 - 129 129 - - - - - - -
Stage 2 156 130 - 147 97 - - - - - - -
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 699 671 968 674 671 942 1500 - - 1474 - - Stage 1 908 814 - 872 787 - - - - - - -
Stage 2 844 787 - 853 813 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 651 664 968 592 664 942 1500 - - 1474 - - Mov Cap-2 Maneuver 651 664 - 592 664 - - - - - - -
Stage 1 902 812 - 866 781 - - - - - - -
Stage 2 782 781 - 748 811 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 10.9 10.8 0.6 0.3
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1500 - - 714 684 1474 - -
HCM Lane V/C Ratio 0.007 - - 0.145 0.086 0.003 - -
HCM Control Delay (s/veh) 7.4 0 - 10.9 10.8 7.5 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q (veh) 0 - - 0.5 0.3 0 - -
406
Section 7, Item 7D
HCM 6th TWSC
7: Golden St. Blvd. & Clayton Ave 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 7
Intersection
Int Delay, s/veh 0.4
Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations
Traffic Vol, veh/h 0 4 0 4 0 2 4 1232 0 2 602 10
Future Vol, veh/h 0 4 0 4 0 2 4 1232 0 2 602 10
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 - - - - - - - - 125 - - -
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 50 3 3 3 6 3 3 9 3
Mvmt Flow 0 4 0 4 0 2 4 1339 0 2 654 11
Major/Minor Minor1 Minor2 Major1 Major2
Conflicting Flow All 1678 2016 670 1344 2011 333 665 0 0 1339 0 0 Stage 1 1347 1347 - 664 664 - - - - - - -
Stage 2 331 669 - 680 1347 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 8.5 6.56 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - 7.5 5.56 - - - - - - -
Critical Hdwy Stg 2 6.56 5.56 - 7.5 5.56 - - - - - - -
Follow-up Hdwy 3.53 4.03 3.33 4 4.03 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver 61 57 397 73 58 660 913 - - 506 - -
Stage 1 158 216 - 319 454 - - - - - - -
Stage 2 653 452 - 311 216 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 60 56 397 67 57 660 913 - - 506 - -
Mov Cap-2 Maneuver 60 56 - 67 57 - - - - - - -
Stage 1 155 212 - 314 451 - - - - - - -
Stage 2 647 449 - 299 212 - - - - - - -
Approach EB WB SE NW
HCM Control Delay, s/v 74.6 45.2 0.1 0
HCM LOS F E
Minor Lane/Major Mvmt NWL NWT NWR EBLn1WBLn1 SEL SET SER Capacity (veh/h) 506 - - 56 96 913 - -
HCM Lane V/C Ratio 0.004 - - 0.078 0.068 0.005 - -
HCM Control Delay (s/veh) 12.1 0 - 74.6 45.2 9 0.1 -
HCM Lane LOS B A - F E A A -
HCM 95th %tile Q (veh) 0 - - 0.2 0.2 0 - -
4» 4> 4+ f 4T>
407
Section 7, Item 7D
HCM 6th TWSC
8: Fowler Ave & Clayton Ave 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 8
Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 6 3 6 70 106 1
Future Vol, veh/h 6 3 6 70 106 1
Conflicting Peds, #/hr 4 0 0 0 0 2
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 6 4 50
Mvmt Flow 7 3 7 76 115 1
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 212 118 118 0 - 0
Stage 1 118 - - - - -
Stage 2 94 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 774 931 1464 - - -
Stage 1 905 - - - - -
Stage 2 927 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 767 929 1461 - - -
Mov Cap-2 Maneuver 767 - - - - -
Stage 1 899 - - - - -
Stage 2 925 - - - - -
Approach EB NB SB
HCM Control Delay, s/v 9.5 0.6 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1461 - 814 - -
HCM Lane V/C Ratio 0.004 - 0.012 - -
HCM Control Delay (s/veh) 7.5 0 9.5 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q (veh) 0 - 0 - -
408
Section 7, Item 7D
HCM 6th TWSC
9: Clovis Ave & SR 99 NB On Ramp/SR 99 NB Off Ramp 06/01/2024 Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 9
Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 36 0 851 101 291 0 0 899 40
Future Vol, veh/h 0 0 0 36 0 851 101 291 0 0 899 40
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 - - Free - - None - - None
Storage Length - - - 0 - 0 225 - - - - -
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, % 3 3 3 20 3 9 3 9 3 3 9 15
Mvmt Flow 0 0 0 37 0 877 104 300 0 0 927 41
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 972 - - 968 0 - - - 0
Stage 1 508 - - - - - - - -
Stage 2 464 - - - - - - - -
Critical Hdwy 7.2 - - 4.16 - - - - -
Critical Hdwy Stg 1 6.2 - - - - - - - -
Critical Hdwy Stg 2 6.2 - - - - - - - -
Follow-up Hdwy 3.7 - - 2.23 - - - - -
Pot Cap-1 Maneuver 220 0 0 701 - 0 0 - -
Stage 1 521 0 0 - - 0 0 - -
Stage 2 550 0 0 - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 187 0 - 701 - - - - -
Mov Cap-2 Maneuver 187 0 - - - - - - -
Stage 1 444 0 - - - - - - -
Stage 2 550 0 - - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 29 2.8 0
HCM LOS D
Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR
Capacity (veh/h) 701 - 187 - - -
HCM Lane V/C Ratio 0.149 - 0.198 - - -
HCM Control Delay (s/veh) 11 - 29 0 - -
HCM Lane LOS B - D A - -
HCM 95th %tile Q (veh) 0.5 - 0.7 - - -
409
Section 7, Item 7D
HCM 6th TWSC
10: Clayton Ave & SR 99 Sb Off Ramp 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 10
Intersection
Int Delay, s/veh 1.6
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 0 62 291 21 49 0
Future Vol, veh/h 0 62 291 21 49 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - Yield - Free - None
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, % 3 10 4 21 12 3
Mvmt Flow 0 67 316 23 53 0
Major/Minor Major1 Minor2
Conflicting Flow All 0 - 316 -
Stage 1 - - 0 -
Stage 2 - - 316 -
Critical Hdwy - - 6.52 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - 5.52 -
Follow-up Hdwy - - 3.608 -
Pot Cap-1 Maneuver - 0 657 0
Stage 1 - 0 - 0
Stage 2 - 0 717 0
Platoon blocked, % -
Mov Cap-1 Maneuver - - 657 0
Mov Cap-2 Maneuver - - 657 0
Stage 1 - - - 0
Stage 2 - - 717 0
Approach SE NW
HCM Control Delay, s/v 0 11
HCM LOS B
Minor Lane/Major Mvmt NWLn1 SET
Capacity (veh/h) 657 -
HCM Lane V/C Ratio 0.081 -
HCM Control Delay (s/veh) 11 -
HCM Lane LOS B -
HCM 95th %tile Q (veh) 0.3 -
410
Section 7, Item 7D
HCM 6th TWSC
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 06/01/2024 Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 11
Intersection
Int Delay, s/veh 197.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 97 36 253 0 0 0 3 299 15 634 257 46
Future Vol, veh/h 97 36 253 0 0 0 3 299 15 634 257 46
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Free Free Free Free Free Free Free Free Free RT Channelized - - Yield - - None - - Yield - - None
Storage Length - - - - - - 75 - - 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, % 6 3 6 3 3 3 3 7 20 8 4 13
Mvmt Flow 105 39 275 0 0 0 3 325 16 689 279 50
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1851 2013 165 329 0 0 325 0 0
Stage 1 1682 1682 - - - - - - -
Stage 2 169 331 - - - - - - -
Critical Hdwy 6.92 6.56 7.02 4.16 - - 4.26 - -
Critical Hdwy Stg 1 5.92 5.56 - - - - - - -
Critical Hdwy Stg 2 5.92 5.56 - - - - - - -
Follow-up Hdwy 3.56 4.03 3.36 2.23 - - 2.28 - -
Pot Cap-1 Maneuver ~ 63 57 838 1220 - - 1189 - -
Stage 1 131 148 - - - - - - -
Stage 2 832 641 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 26 0 838 1220 - - 1189 - -
Mov Cap-2 Maneuver ~ 26 0 - - - - - - -
Stage 1 131 0 - - - - - - -
Stage 2 350 0 - - - - - - -
Approach EB NB SB
HCM Control Delay, s/v$ 818 0.1 8.2
HCM LOS F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 SBL SBT SBR Capacity (veh/h) 1220 - - 26 838 1189 - -
HCM Lane V/C Ratio 0.003 - - 5.56 0.328 0.58 - -
HCM Control Delay (s/veh) 8 - -$ 2352.4 11.4 12.1 - -
HCM Lane LOS A - - F B B - -
HCM 95th %tile Q (veh) 0 - - 17.9 1.4 3.9 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon f'h
411
Section 7, Item 7D
HCM 6th TWSC
12: SR 99 SB Off Ramp & Adams Ave 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 12
Intersection
Int Delay, s/veh 6.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 186 0 0 94 4 308
Future Vol, veh/h 186 0 0 94 4 308
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, % 5 3 3 7 3 3
Mvmt Flow 202 0 0 102 4 335
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 304 202
Stage 1 - - - - 202 -
Stage 2 - - - - 102 -
Critical Hdwy - - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - - - 3.527 3.327
Pot Cap-1 Maneuver - 0 0 - 686 836
Stage 1 - 0 0 - 830 -
Stage 2 - 0 0 - 920 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 686 836
Mov Cap-2 Maneuver - - - - 686 -
Stage 1 - - - - 830 -
Stage 2 - - - - 920 -
Approach EB WB NB
HCM Control Delay, s/v 0 0 12.1
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT WBT
Capacity (veh/h) 847 - -
HCM Lane V/C Ratio 0.4 - -
HCM Control Delay (s/veh) 12.1 - -
HCM Lane LOS B - -
HCM 95th %tile Q (veh) 1.9 - -
412
Section 7, Item 7D
HCM 6th TWSC
13: Adams Ave & SR 99 NB On Ramp 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 13
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 0 499 0 0 94 254 0 0 0 0
Future Vol, veh/h 0 499 0 0 94 254 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - 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
Heavy Vehicles, % 3 4 3 3 5 5 3 3 3 3
Mvmt Flow 0 542 0 0 102 276 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All - 0 - - - 0 - 542
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy - - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy - - - - - - - 3.327
Pot Cap-1 Maneuver 0 - 0 0 - - 0 538
Stage 1 0 - 0 0 - - 0 -
Stage 2 0 - 0 0 - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - 538
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBT WBR
Capacity (veh/h) - - - -
HCM Lane V/C Ratio - - - -
HCM Control Delay (s/veh) 0 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q (veh) - - - -
413
Section 7, Item 7D
HCM 6th TWSC
15: Merced St. & SR 99 NB Ramps 06/01/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 14
Intersection
Int Delay, s/veh 12.6
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 36 6 166 226 574 0 0 455 279
Future Vol, veh/h 0 0 0 36 6 166 226 574 0 0 455 279
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 50 - - - - -
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, % 3 3 3 4 20 8 7 3 3 3 3 4
Mvmt Flow 0 0 0 38 6 177 240 611 0 0 484 297
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1724 1872 611 781 0 - - - 0
Stage 1 1091 1091 - - - - - - -
Stage 2 633 781 - - - - - - -
Critical Hdwy 6.44 6.7 6.28 4.17 - - - - -
Critical Hdwy Stg 1 5.44 5.7 - - - - - - -
Critical Hdwy Stg 2 5.44 5.7 - - - - - - -
Follow-up Hdwy 3.536 4.18 3.372 2.263 - - - - -
Pot Cap-1 Maneuver 97 65 483 815 - 0 0 - -
Stage 1 319 270 - - - 0 0 - -
Stage 2 525 380 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 68 0 483 815 - - - - -
Mov Cap-2 Maneuver 68 0 - - - - - - -
Stage 1 225 0 - - - - - - -
Stage 2 525 0 - - - - - - -
Approach NW NE SW
HCM Control Delay, s/v 93.6 3.2 0
HCM LOS F
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 815 - 231 - -
HCM Lane V/C Ratio 0.295 - 0.958 - -
HCM Control Delay (s/veh) 11.3 - 93.6 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q (veh) 1.2 - 8.5 - -
414
Section 7, Item 7D
HCM 6th AWSC
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/01/2024 Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 1
Intersection
Intersection Delay, s/veh 74.5
Intersection LOS F
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 256 187 48 19 0 346 0 201 48 319 172 0 Future Vol, veh/h 256 187 48 19 0 346 0 201 48 319 172 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 4 3 3 3 3 3 3
Mvmt Flow 272 199 51 20 0 368 0 214 51 339 183 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 150.1 47.1 30.8 41.4
HCM LOS F E D E
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 5% 52% 100% 0%
Vol Thru, % 81% 0% 38% 0% 100%
Vol Right, % 19% 95% 10% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 249 365 491 319 172
LT Vol 0 19 256 319 0
Through Vol 201 0 187 0 172
RT Vol 48 346 48 0 0
Lane Flow Rate 265 388 522 339 183
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.668 0.866 1.232 0.875 0.446
Departure Headway (Hd) 9.927 8.702 8.489 9.976 9.453
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 366 419 428 367 384
Service Time 7.927 6.702 6.55 7.676 7.153
HCM Lane V/C Ratio 0.724 0.926 1.22 0.924 0.477
HCM Control Delay, s/veh 30.8 47.1 150.1 53.2 19.5
HCM Lane LOS D E F F C
HCM 95th-tile Q 4.6 8.6 21.3 8.4 2.2
415
Section 7, Item 7D
HORIZON YEAR PLUS PROJECT
416
Section 7, Item 7D
HCM 6th TWSC
1: American Ave & SR 99 SB Off Ramp 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 6.9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 152 181 0 210 199
Future Vol, veh/h 0 152 181 0 210 199
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 225
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 17 18 3 13 7
Mvmt Flow 0 165 197 0 228 216
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 362 197
Stage 1 - - - - 197 -
Stage 2 - - - - 165 -
Critical Hdwy - - - - 6.53 6.27
Critical Hdwy Stg 1 - - - - 5.53 -
Critical Hdwy Stg 2 - - - - 5.53 -
Follow-up Hdwy - - - - 3.617 3.363
Pot Cap-1 Maneuver 0 - - 0 616 832
Stage 1 0 - - 0 811 -
Stage 2 0 - - 0 838 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 616 832
Mov Cap-2 Maneuver - - - - 616 -
Stage 1 - - - - 811 -
Stage 2 - - - - 838 -
Approach EB WB SB
HCM Control Delay, s/v 0 0 12.5
HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1 SBLn2
Capacity (veh/h) - - 616 832
HCM Lane V/C Ratio - - 0.371 0.26
HCM Control Delay (s/veh) - - 14.2 10.8
HCM Lane LOS - - B B
HCM 95th %tile Q (veh) - - 1.7 1
+ + r
417
Section 7, Item 7D
HCM 6th TWSC
2: American Ave & SR 99 NB On Ramp 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 2
Intersection
Int Delay, s/veh 1
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 68 299 0 0 184 128 0 0 0 0
Future Vol, veh/h 68 299 0 0 184 128 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - Free - 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
Heavy Vehicles, % 15 13 3 3 15 12 3 3 3 3
Mvmt Flow 74 325 0 0 200 139 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 200 0 - - - 0 - 325
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy 4.25 - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy 2.335 - - - - - - 3.327
Pot Cap-1 Maneuver 1298 - 0 0 - 0 0 714
Stage 1 - - 0 0 - 0 0 -
Stage 2 - - 0 0 - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1298 - - - - - - 714
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 1.5 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT
Capacity (veh/h) - 1298 - -
HCM Lane V/C Ratio - 0.057 - -
HCM Control Delay (s/veh) 0 7.9 0 -
HCM Lane LOS A A A -
HCM 95th %tile Q (veh) - 0.2 - -
418
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 3
Intersection
Int Delay, s/veh 3.5
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 43 36 785 26 38 890
Future Vol, veh/h 43 36 785 26 38 890
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 42 42 13 13 10 10
Mvmt Flow 47 39 853 28 41 967
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1437 427 0 0 881 0
Stage 1 853 - - - - -
Stage 2 584 - - - - -
Critical Hdwy 7.64 7.74 - - 4.3 -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.64 - - - - -
Follow-up Hdwy 3.92 3.72 - - 2.3 -
Pot Cap-1 Maneuver 86 478 - - 715 -
Stage 1 292 - - - - -
Stage 2 423 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 80 478 - - 715 -
Mov Cap-2 Maneuver 80 - - - - -
Stage 1 292 - - - - -
Stage 2 392 - - - - -
Approach EB SE NW
HCM Control Delay, s/v 76.1 0 0.4
HCM LOS F
Minor Lane/Major Mvmt NWL NWT EBLn1 SET SER
Capacity (veh/h) 715 - 129 - -
HCM Lane V/C Ratio 0.058 - 0.666 - -
HCM Control Delay (s/veh) 10.3 - 76.1 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q (veh) 0.2 - 3.6 - -
419
Section 7, Item 7D
HCM 6th TWSC
4: Clovis Ave & Jefferson Ave 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 4
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 1 0 1 6 0 0 4 800 1 4 1126 1
Future Vol, veh/h 1 0 1 6 0 0 4 800 1 4 1126 1
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 - - - - - - 150 - - 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, % 42 3 42 3 3 3 33 8 3 33 12 3
Mvmt Flow 1 0 1 7 0 0 4 870 1 4 1224 1
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1676 2112 613 1499 2112 436 1225 0 0 871 0 0 Stage 1 1233 1233 - 879 879 - - - - - - -
Stage 2 443 879 - 620 1233 - - - - - - -
Critical Hdwy 8.34 6.56 7.74 7.56 6.56 6.96 4.76 - - 4.76 - - Critical Hdwy Stg 1 7.34 5.56 - 6.56 5.56 - - - - - - - Critical Hdwy Stg 2 7.34 5.56 - 6.56 5.56 - - - - - - - Follow-up Hdwy 3.92 4.03 3.72 3.53 4.03 3.33 2.53 - - 2.53 - - Pot Cap-1 Maneuver 41 50 350 84 50 565 420 - - 601 - -
Stage 1 135 245 - 307 361 - - - - - - -
Stage 2 469 361 - 440 245 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 41 49 350 83 49 565 420 - - 601 - -
Mov Cap-2 Maneuver 41 49 - 83 49 - - - - - - -
Stage 1 134 243 - 304 357 - - - - - - -
Stage 2 465 357 - 436 243 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 55.8 52 0.1 0
HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 420 - - 73 83 601 - -
HCM Lane V/C Ratio 0.01 - - 0.03 0.079 0.007 - -
HCM Control Delay (s/veh) 13.7 - - 55.8 52 11 - -
HCM Lane LOS B - - F F B - -
HCM 95th %tile Q (veh) 0 - - 0.1 0.2 0 - -
4* 4* *1+1* *1+1*
420
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 5
Intersection
Int Delay, s/veh 1.3
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 24 39 0 769 22 45 1083
Future Vol, veh/h 24 39 0 769 22 45 1083
Conflicting Peds, #/hr 26 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - - 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97 97
Heavy Vehicles, % 12 3 3 8 6 3 12
Mvmt Flow 25 40 0 793 23 46 1116
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1496 423 1116 0 0 831 0
Stage 1 820 - - - - - -
Stage 2 676 - - - - - -
Critical Hdwy 7.04 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.04 - - - - - -
Critical Hdwy Stg 2 6.04 - - - - - -
Follow-up Hdwy 3.62 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 103 577 277 - - 791 -
Stage 1 369 - - - - - -
Stage 2 441 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 93 569 277 - - 780 -
Mov Cap-2 Maneuver 93 - - - - - -
Stage 1 364 - - - - - -
Stage 2 405 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 32.8 0 0.4
HCM LOS D
Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT
Capacity (veh/h) 277 - - 193 780 -
HCM Lane V/C Ratio - - - 0.337 0.059 -
HCM Control Delay (s/veh) 0 - - 32.8 9.9 -
HCM Lane LOS A - - D A -
HCM 95th %tile Q (veh) 0 - - 1.4 0.2 -
fl ft* ft
421
Section 7, Item 7D
HCM 6th TWSC
6: Fowler Ave & Lincoln Ave 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 6
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 0 39 25 12 48 7 18 48 89 13 83 1
Future Vol, veh/h 0 39 25 12 48 7 18 48 89 13 83 1
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 0 42 27 13 52 8 20 52 97 14 90 1
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 290 308 91 294 260 101 91 0 0 149 0 0 Stage 1 119 119 - 141 141 - - - - - - -
Stage 2 171 189 - 153 119 - - - - - - -
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 660 604 964 656 643 952 1498 - - 1426 - - Stage 1 883 795 - 860 778 - - - - - - -
Stage 2 829 742 - 847 795 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 601 589 964 591 627 952 1498 - - 1426 - - Mov Cap-2 Maneuver 601 589 - 591 627 - - - - - - -
Stage 1 870 787 - 847 766 - - - - - - -
Stage 2 755 731 - 771 787 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 10.8 11.3 0.9 1
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1498 - - 695 643 1426 - -
HCM Lane V/C Ratio 0.013 - - 0.1 0.113 0.01 - -
HCM Control Delay (s/veh) 7.4 0 - 10.8 11.3 7.6 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q (veh) 0 - - 0.3 0.4 0 - -
422
Section 7, Item 7D
HCM 6th TWSC
7: Golden St. Blvd. & Clayton Ave 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 7
Intersection
Int Delay, s/veh 0.9
Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations
Traffic Vol, veh/h 0 1 0 10 0 31 18 472 4 0 838 54
Future Vol, veh/h 0 1 0 10 0 31 18 472 4 0 838 54
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 - - - - - - - - 125 - - -
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, % 3 3 3 50 3 50 3 13 3 3 7 3
Mvmt Flow 0 1 0 11 0 33 19 502 4 0 891 57
Major/Minor Minor1 Minor2 Major1 Major2
Conflicting Flow All 986 1488 251 1210 1464 474 948 0 0 506 0 0 Stage 1 540 540 - 920 920 - - - - - - -
Stage 2 446 948 - 290 544 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 8.5 6.56 7.9 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - 7.5 5.56 - - - - - - -
Critical Hdwy Stg 2 6.56 5.56 - 7.5 5.56 - - - - - - -
Follow-up Hdwy 3.53 4.03 3.33 4 4.03 3.8 2.23 - - 2.23 - - Pot Cap-1 Maneuver 201 122 746 94 126 426 714 - - 1048 - - Stage 1 491 517 - 211 346 - - - - - - -
Stage 2 559 335 - 575 515 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 180 117 746 91 121 426 714 - - 1048 - - Mov Cap-2 Maneuver 180 117 - 91 121 - - - - - - -
Stage 1 473 498 - 203 346 - - - - - - -
Stage 2 516 335 - 553 496 - - - - - - -
Approach EB WB SE NW
HCM Control Delay, s/v 36.1 24.9 0.6 0
HCM LOS E C
Minor Lane/Major Mvmt NWL NWT NWR EBLn1WBLn1 SEL SET SER Capacity (veh/h) 1048 - - 117 224 714 - -
HCM Lane V/C Ratio - - - 0.009 0.195 0.027 - -
HCM Control Delay (s/veh) 0 - - 36.1 24.9 10.2 0.2 -
HCM Lane LOS A - - E C B A -
HCM 95th %tile Q (veh) 0 - - 0 0.7 0.1 - -
4» 4> 4+ f 4T>
423
Section 7, Item 7D
HCM 6th TWSC
8: Fowler Ave & Clayton Ave 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 8
Intersection
Int Delay, s/veh 1.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 8 17 70 106 16
Future Vol, veh/h 3 8 17 70 106 16
Conflicting Peds, #/hr 4 0 0 0 0 2
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 33 4 3 50
Mvmt Flow 3 9 18 76 115 17
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 242 126 134 0 - 0
Stage 1 126 - - - - -
Stage 2 116 - - - - -
Critical Hdwy 6.43 6.23 4.43 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.497 - - -
Pot Cap-1 Maneuver 744 922 1280 - - -
Stage 1 897 - - - - -
Stage 2 906 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 730 920 1278 - - -
Mov Cap-2 Maneuver 730 - - - - -
Stage 1 882 - - - - -
Stage 2 904 - - - - -
Approach EB NB SB
HCM Control Delay, s/v 9.3 1.5 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1278 - 859 - -
HCM Lane V/C Ratio 0.014 - 0.014 - -
HCM Control Delay (s/veh) 7.9 0 9.3 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q (veh) 0 - 0 - -
424
Section 7, Item 7D
HCM 6th TWSC
9: Clovis Ave & SR 99 NB On Ramp/SR 99 NB Off Ramp 06/01/2024 Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 9
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 0 0 0 43 0 670 175 284 0 0 1051 40
Future Vol, veh/h 0 0 0 43 0 670 175 284 0 0 1051 40
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 - - Free - - None - - None
Storage Length - - - 0 - 0 225 - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 3 3 3 3 3 9 4 10 3 3 15 10
Mvmt Flow 0 0 0 45 0 705 184 299 0 0 1106 42
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1220 - - 1148 0 - - - 0
Stage 1 667 - - - - - - - -
Stage 2 553 - - - - - - - -
Critical Hdwy 6.86 - - 4.18 - - - - -
Critical Hdwy Stg 1 5.86 - - - - - - - -
Critical Hdwy Stg 2 5.86 - - - - - - - -
Follow-up Hdwy 3.53 - - 2.24 - - - - -
Pot Cap-1 Maneuver 171 0 0 593 - 0 0 - -
Stage 1 469 0 0 - - 0 0 - -
Stage 2 537 0 0 - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 118 0 - 593 - - - - -
Mov Cap-2 Maneuver 118 0 - - - - - - -
Stage 1 324 0 - - - - - - -
Stage 2 537 0 - - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 53.3 5.3 0
HCM LOS F
Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR
Capacity (veh/h) 593 - 118 - - -
HCM Lane V/C Ratio 0.311 - 0.384 - - -
HCM Control Delay (s/veh) 13.8 - 53.3 0 - -
HCM Lane LOS B - F A - -
HCM 95th %tile Q (veh) 1.3 - 1.6 - - -
425
Section 7, Item 7D
HCM 6th TWSC
10: Clayton Ave & SR 99 Sb Off Ramp 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 10
Intersection
Int Delay, s/veh 2.5
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 0 55 185 31 62 0
Future Vol, veh/h 0 55 185 31 62 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - Yield - Free - None
Storage Length - 0 - 0 - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 3 11 13 5 3 3
Mvmt Flow 0 59 199 33 67 0
Major/Minor Major1 Minor2
Conflicting Flow All 0 - 199 -
Stage 1 - - 0 -
Stage 2 - - 199 -
Critical Hdwy - - 6.43 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - 5.43 -
Follow-up Hdwy - - 3.527 -
Pot Cap-1 Maneuver - 0 787 0
Stage 1 - 0 - 0
Stage 2 - 0 832 0
Platoon blocked, % -
Mov Cap-1 Maneuver - - 787 0
Mov Cap-2 Maneuver - - 787 0
Stage 1 - - - 0
Stage 2 - - 832 0
Approach SE NW
HCM Control Delay, s/v 0 10
HCM LOS B
Minor Lane/Major Mvmt NWLn1 SET
Capacity (veh/h) 787 -
HCM Lane V/C Ratio 0.085 -
HCM Control Delay (s/veh) 10 -
HCM Lane LOS B -
HCM 95th %tile Q (veh) 0.3 -
426
Section 7, Item 7D
HCM 6th TWSC
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 06/01/2024 Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 11
Intersection
Int Delay, s/veh 739.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 115 25 86 0 0 0 6 345 13 818 224 61
Future Vol, veh/h 115 25 86 0 0 0 6 345 13 818 224 61
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Free Free Free Free Free Free Free Free Free RT Channelized - - Yield - - None - - Yield - - None
Storage Length - - - - - - 75 - - 150 - -
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, % 8 24 10 3 3 3 3 8 22 12 23 3
Mvmt Flow 122 27 91 0 0 0 6 367 14 870 238 65
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 2207 2390 152 303 0 0 367 0 0
Stage 1 2011 2011 - - - - - - -
Stage 2 196 379 - - - - - - -
Critical Hdwy 6.96 6.98 7.1 4.16 - - 4.34 - -
Critical Hdwy Stg 1 5.96 5.98 - - - - - - -
Critical Hdwy Stg 2 5.96 5.98 - - - - - - -
Follow-up Hdwy 3.58 4.24 3.4 2.23 - - 2.32 - -
Pot Cap-1 Maneuver ~ 35 ~ 25 842 1248 - - 1119 - -
Stage 1 ~ 83 79 - - - - - - -
Stage 2 800 561 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 8 0 842 1248 - - 1119 - -
Mov Cap-2 Maneuver ~ 8 0 - - - - - - -
Stage 1 ~ 83 0 - - - - - - -
Stage 2 178 0 - - - - - - -
Approach EB NB SB
HCM Control Delay, s/v$ 5475.3 0.1 13.7
HCM LOS F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 SBL SBT SBR Capacity (veh/h) 1248 - - 8 842 1119 - -
HCM Lane V/C Ratio 0.005 - - 18.617 0.109 0.778 - -
HCM Control Delay (s/veh) 7.9 - -$ 8832.7 9.8 18.4 - -
HCM Lane LOS A - - F A C - -
HCM 95th %tile Q (veh) 0 - - 20.4 0.4 8.3 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon f'h
427
Section 7, Item 7D
HCM 6th TWSC
12: SR 99 SB Off Ramp & Adams Ave 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 12
Intersection
Int Delay, s/veh 3.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 190 0 0 109 1 159
Future Vol, veh/h 190 0 0 109 1 159
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 3 3 3 3 7
Mvmt Flow 207 0 0 118 1 173
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 325 207
Stage 1 - - - - 207 -
Stage 2 - - - - 118 -
Critical Hdwy - - - - 6.43 6.27
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - - - 3.527 3.363
Pot Cap-1 Maneuver - 0 0 - 667 821
Stage 1 - 0 0 - 825 -
Stage 2 - 0 0 - 905 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 667 821
Mov Cap-2 Maneuver - - - - 667 -
Stage 1 - - - - 825 -
Stage 2 - - - - 905 -
Approach EB WB NB
HCM Control Delay, s/v 0 0 10.5
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT WBT
Capacity (veh/h) 826 - -
HCM Lane V/C Ratio 0.211 - -
HCM Control Delay (s/veh) 10.5 - -
HCM Lane LOS B - -
HCM 95th %tile Q (veh) 0.8 - -
428
Section 7, Item 7D
HCM 6th TWSC
13: Adams Ave & SR 99 NB On Ramp 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 13
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 0 351 0 0 111 415 0 0 0 0
Future Vol, veh/h 0 351 0 0 111 415 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - None - None - -
Storage Length - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - 0 - 0 -
Grade, % - 0 - - 0 - 0 - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 3 5 3 3 3 4 3 3 3 3
Mvmt Flow 0 369 0 0 117 437 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All - 0 - - - 0 - 369
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy - - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy - - - - - - - 3.327
Pot Cap-1 Maneuver 0 - 0 0 - - 0 674
Stage 1 0 - 0 0 - - 0 -
Stage 2 0 - 0 0 - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - 674
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBT WBR
Capacity (veh/h) - - - -
HCM Lane V/C Ratio - - - -
HCM Control Delay (s/veh) 0 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q (veh) - - - -
429
Section 7, Item 7D
HCM 6th TWSC
15: Merced St. & SR 99 NB Ramps 06/01/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 14
Intersection
Int Delay, s/veh 29
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 18 0 225 239 844 0 0 462 312
Future Vol, veh/h 0 0 0 18 0 225 239 844 0 0 462 312
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 - - - - - - 50 - - - - -
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 20 3 10 4 3 3 3 7 3
Mvmt Flow 0 0 0 20 0 245 260 917 0 0 502 339
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 2109 2278 917 841 0 - - - 0
Stage 1 1437 1437 - - - - - - -
Stage 2 672 841 - - - - - - -
Critical Hdwy 6.6 6.53 6.3 4.14 - - - - -
Critical Hdwy Stg 1 5.6 5.53 - - - - - - -
Critical Hdwy Stg 2 5.6 5.53 - - - - - - -
Follow-up Hdwy 3.68 4.027 3.39 2.236 - - - - -
Pot Cap-1 Maneuver 50 40 319 786 - 0 0 - -
Stage 1 200 198 - - - 0 0 - -
Stage 2 475 379 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 33 0 319 786 - - - - -
Mov Cap-2 Maneuver 33 0 - - - - - - -
Stage 1 134 0 - - - - - - -
Stage 2 475 0 - - - - - - -
Approach NW NE SW
HCM Control Delay, s/v 239 2.6 0
HCM LOS F
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 786 - 194 - -
HCM Lane V/C Ratio 0.331 - 1.361 - -
HCM Control Delay (s/veh) 11.8 - 239 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q (veh) 1.4 - 15.3 - -
430
Section 7, Item 7D
HCM 6th AWSC
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/01/2024 Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Synchro 12 Report VRPA Page 1
Intersection
Intersection Delay, s/veh 145
Intersection LOS F
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 300 126 21 15 0 484 0 299 40 328 146 0 Future Vol, veh/h 300 126 21 15 0 484 0 299 40 328 146 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, % 7 10 3 10 3 3 3 3 4 6 9 3
Mvmt Flow 326 137 23 16 0 526 0 325 43 357 159 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 193.2 213.5 85 70.5
HCM LOS F F F F
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 3% 67% 100% 0%
Vol Thru, % 88% 0% 28% 0% 100%
Vol Right, % 12% 97% 5% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 339 499 447 328 146
LT Vol 0 15 300 328 0
Through Vol 299 0 126 0 146
RT Vol 40 484 21 0 0
Lane Flow Rate 368 542 486 357 159
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.989 1.375 1.317 1.014 0.432
Departure Headway (Hd) 11.83 10.215 11.036 11.96 11.486 Convergence, Y/N Yes Yes Yes Yes Yes
Cap 310 358 335 307 316
Service Time 9.83 8.215 9.036 9.66 9.186
HCM Lane V/C Ratio 1.187 1.514 1.451 1.163 0.503
HCM Control Delay, s/veh 85 213.5 193.2 91.8 22.6
HCM Lane LOS F F F F C
HCM 95th-tile Q 10.4 24.1 20.7 11 2.1
431
Section 7, Item 7D
HCM 6th TWSC
1: American Ave & SR 99 SB Off Ramp 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 367 97 0 114 51
Future Vol, veh/h 0 367 97 0 114 51
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 225
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 5 11 3 11 3
Mvmt Flow 0 399 105 0 124 55
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 504 105
Stage 1 - - - - 105 -
Stage 2 - - - - 399 -
Critical Hdwy - - - - 6.51 6.23
Critical Hdwy Stg 1 - - - - 5.51 -
Critical Hdwy Stg 2 - - - - 5.51 -
Follow-up Hdwy - - - - 3.599 3.327
Pot Cap-1 Maneuver 0 - - 0 512 947
Stage 1 0 - - 0 897 -
Stage 2 0 - - 0 659 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 512 947
Mov Cap-2 Maneuver - - - - 512 -
Stage 1 - - - - 897 -
Stage 2 - - - - 659 -
Approach EB WB SB
HCM Control Delay, s/v 0 0 12.7
HCM LOS B
Minor Lane/Major Mvmt EBT WBT SBLn1 SBLn2
Capacity (veh/h) - - 512 947
HCM Lane V/C Ratio - - 0.242 0.059
HCM Control Delay (s/veh) - - 14.3 9
HCM Lane LOS - - B A
HCM 95th %tile Q (veh) - - 0.9 0.2
+ + r
432
Section 7, Item 7D
HCM 6th TWSC
2: American Ave & SR 99 NB On Ramp 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 2
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 172 308 0 0 97 240 0 0 0 0
Future Vol, veh/h 172 308 0 0 97 240 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - None - - Free - 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
Heavy Vehicles, % 7 6 3 3 10 6 3 3 3 3
Mvmt Flow 187 335 0 0 105 261 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 105 0 - - - 0 - 335
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy 4.17 - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy 2.263 - - - - - - 3.327
Pot Cap-1 Maneuver 1456 - 0 0 - 0 0 705
Stage 1 - - 0 0 - 0 0 -
Stage 2 - - 0 0 - 0 0 -
Platoon blocked, % - -
Mov Cap-1 Maneuver 1456 - - - - - - 705
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 2.8 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT
Capacity (veh/h) - 1456 - -
HCM Lane V/C Ratio - 0.128 - -
HCM Control Delay (s/veh) 0 7.8 0 -
HCM Lane LOS A A A -
HCM 95th %tile Q (veh) - 0.4 - -
433
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 3
Intersection
Int Delay, s/veh 21.6
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 86 61 1127 11 20 826
Future Vol, veh/h 86 61 1127 11 20 826
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 13 6 20 30 5
Mvmt Flow 93 66 1225 12 22 898
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1736 613 0 0 1237 0
Stage 1 1225 - - - - -
Stage 2 511 - - - - -
Critical Hdwy 6.86 7.16 - - 4.7 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.43 - - 2.5 -
Pot Cap-1 Maneuver ~ 78 409 - - 427 -
Stage 1 239 - - - - -
Stage 2 564 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 73 409 - - 427 -
Mov Cap-2 Maneuver ~ 73 - - - - -
Stage 1 239 - - - - -
Stage 2 526 - - - - -
Approach EB SE NW
HCM Control Delay, s/v$ 311.8 0 0.3
HCM LOS F
Minor Lane/Major Mvmt NWL NWT EBLn1 SET SER
Capacity (veh/h) 427 - 111 - -
HCM Lane V/C Ratio 0.051 - 1.439 - -
HCM Control Delay (s/veh) 13.9 -$ 311.8 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q (veh) 0.2 - 11.4 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 434
Section 7, Item 7D
HCM 6th TWSC
4: Clovis Ave & Jefferson Ave 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 4
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 0 0 0 0 1 4 1149 0 3 913 0
Future Vol, veh/h 1 0 0 0 0 1 4 1149 0 3 913 0
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 - - - - - - 150 - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 93 92 92 96 92
Heavy Vehicles, % 3 3 3 3 3 3 3 7 3 50 7 3
Mvmt Flow 1 0 0 0 0 1 4 1235 0 3 951 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1583 2200 476 1725 2200 618 951 0 0 1235 0 0 Stage 1 957 957 - 1243 1243 - - - - - - -
Stage 2 626 1243 - 482 957 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 7.56 6.56 6.96 4.16 - - 5.1 - - Critical Hdwy Stg 1 6.56 5.56 - 6.56 5.56 - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - 6.56 5.56 - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 3.53 4.03 3.33 2.23 - - 2.7 - - Pot Cap-1 Maneuver 72 44 532 56 44 430 712 - - 355 - -
Stage 1 275 332 - 183 243 - - - - - - -
Stage 2 436 243 - 532 332 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 71 43 532 55 43 430 712 - - 355 - -
Mov Cap-2 Maneuver 71 43 - 55 43 - - - - - - -
Stage 1 273 329 - 182 242 - - - - - - -
Stage 2 432 242 - 528 329 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 56.5 13.4 0 0.1
HCM LOS F B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 712 - - 71 430 355 - -
HCM Lane V/C Ratio 0.006 - - 0.015 0.003 0.009 - -
HCM Control Delay (s/veh) 10.1 - - 56.5 13.4 15.2 - -
HCM Lane LOS B - - F B C - -
HCM 95th %tile Q (veh) 0 - - 0 0 0 - -
4* 4* *1+1* *1+1*
435
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 5
Intersection
Int Delay, s/veh 2.7
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 27 27 0 1136 37 58 852
Future Vol, veh/h 27 27 0 1136 37 58 852
Conflicting Peds, #/hr 18 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - - 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 94 94 92 94 94 94 94
Heavy Vehicles, % 11 3 3 8 12 3 7
Mvmt Flow 29 29 0 1209 39 62 906
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1839 639 906 0 0 1263 0
Stage 1 1244 - - - - - -
Stage 2 595 - - - - - -
Critical Hdwy 7.02 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.02 - - - - - -
Critical Hdwy Stg 2 6.02 - - - - - -
Follow-up Hdwy 3.61 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 61 416 379 - - 541 -
Stage 1 218 - - - - - -
Stage 2 490 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 52 410 379 - - 533 -
Mov Cap-2 Maneuver 52 - - - - - -
Stage 1 215 - - - - - -
Stage 2 426 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 94.3 0 0.8
HCM LOS F
Minor Lane/Major Mvmt NBU NBT NBRWBLn1 SBL SBT
Capacity (veh/h) 379 - - 92 533 -
HCM Lane V/C Ratio - - - 0.624 0.116 -
HCM Control Delay (s/veh) 0 - - 94.3 12.6 -
HCM Lane LOS A - - F B -
HCM 95th %tile Q (veh) 0 - - 3 0.4 -
fl ft* ft
436
Section 7, Item 7D
HCM 6th TWSC
6: Fowler Ave & Lincoln Ave 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 6
Intersection
Int Delay, s/veh 4.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 74 21 4 43 7 9 109 3 4 81 3
Future Vol, veh/h 0 74 21 4 43 7 9 109 3 4 81 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 0 80 23 4 47 8 10 118 3 4 88 3
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 265 239 90 289 239 120 91 0 0 121 0 0 Stage 1 98 98 - 140 140 - - - - - - -
Stage 2 167 141 - 149 99 - - - - - - -
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 686 660 965 661 660 929 1498 - - 1460 - - Stage 1 906 812 - 861 779 - - - - - - -
Stage 2 833 778 - 851 811 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 638 653 965 580 653 929 1498 - - 1460 - - Mov Cap-2 Maneuver 638 653 - 580 653 - - - - - - -
Stage 1 900 810 - 855 774 - - - - - - -
Stage 2 771 773 - 746 809 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s/v 11 10.9 0.6 0.3
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1498 - - 703 673 1460 - -
HCM Lane V/C Ratio 0.007 - - 0.147 0.087 0.003 - -
HCM Control Delay (s/veh) 7.4 0 - 11 10.9 7.5 0 -
HCM Lane LOS A A - B B A A -
HCM 95th %tile Q (veh) 0 - - 0.5 0.3 0 - -
437
Section 7, Item 7D
HCM 6th TWSC
7: Golden St. Blvd. & Clayton Ave 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 7
Intersection
Int Delay, s/veh 22.1
Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations
Traffic Vol, veh/h 0 4 0 49 0 158 32 1232 0 2 602 18
Future Vol, veh/h 0 4 0 49 0 158 32 1232 0 2 602 18
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 - - - - - - - - 125 - - -
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 50 3 3 3 6 3 3 9 3
Mvmt Flow 0 4 0 53 0 172 35 1339 0 2 654 20
Major/Minor Minor1 Minor2 Major1 Major2
Conflicting Flow All 1740 2087 670 1410 2077 337 674 0 0 1339 0 0 Stage 1 1409 1409 - 668 668 - - - - - - -
Stage 2 331 678 - 742 1409 - - - - - - -
Critical Hdwy 7.56 6.56 6.96 8.5 6.56 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - 7.5 5.56 - - - - - - -
Critical Hdwy Stg 2 6.56 5.56 - 7.5 5.56 - - - - - - -
Follow-up Hdwy 3.53 4.03 3.33 4 4.03 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver 55 52 397 64 52 656 906 - - 506 - -
Stage 1 144 202 - 317 452 - - - - - - -
Stage 2 653 447 - 282 202 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 36 44 397 ~ 52 44 656 906 - - 506 - - Mov Cap-2 Maneuver 36 44 - ~ 52 44 - - - - - - -
Stage 1 122 171 - 269 449 - - - - - - -
Stage 2 479 444 - 233 171 - - - - - - -
Approach EB WB SE NW
HCM Control Delay, s/v 95.6 216.5 0.9 0
HCM LOS F F
Minor Lane/Major Mvmt NWL NWT NWR EBLn1WBLn1 SEL SET SER Capacity (veh/h) 506 - - 44 175 906 - -
HCM Lane V/C Ratio 0.004 - - 0.099 1.286 0.038 - -
HCM Control Delay (s/veh) 12.1 0 - 95.6 216.5 9.1 0.7 - HCM Lane LOS B A - F F A A -
HCM 95th %tile Q (veh) 0 - - 0.3 12.8 0.1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 4» 4> 4+ f 4T>
438
Section 7, Item 7D
HCM 6th TWSC
8: Fowler Ave & Clayton Ave 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 8
Intersection
Int Delay, s/veh 1.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 17 14 8 70 106 3
Future Vol, veh/h 17 14 8 70 106 3
Conflicting Peds, #/hr 4 0 0 0 0 2
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 6 4 50
Mvmt Flow 18 15 9 76 115 3
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 217 119 120 0 - 0
Stage 1 119 - - - - -
Stage 2 98 - - - - -
Critical Hdwy 6.43 6.23 4.13 - - -
Critical Hdwy Stg 1 5.43 - - - - -
Critical Hdwy Stg 2 5.43 - - - - -
Follow-up Hdwy 3.527 3.327 2.227 - - -
Pot Cap-1 Maneuver 769 930 1462 - - -
Stage 1 904 - - - - -
Stage 2 923 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 761 928 1459 - - -
Mov Cap-2 Maneuver 761 - - - - -
Stage 1 897 - - - - -
Stage 2 921 - - - - -
Approach EB NB SB
HCM Control Delay, s/v 9.5 0.8 0
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1459 - 828 - -
HCM Lane V/C Ratio 0.006 - 0.041 - -
HCM Control Delay (s/veh) 7.5 0 9.5 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q (veh) 0 - 0.1 - -
439
Section 7, Item 7D
HCM 6th TWSC
9: Clovis Ave & SR 99 NB On Ramp/SR 99 NB Off Ramp 06/01/2024 Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 9
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 36 0 851 101 303 0 0 944 107
Future Vol, veh/h 0 0 0 36 0 851 101 303 0 0 944 107
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 - - Free - - None - - None
Storage Length - - - 0 - 0 225 - - - - -
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, % 3 3 3 20 3 9 3 9 3 3 9 15
Mvmt Flow 0 0 0 37 0 877 104 312 0 0 973 110
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1007 - - 1083 0 - - - 0
Stage 1 520 - - - - - - - -
Stage 2 487 - - - - - - - -
Critical Hdwy 7.2 - - 4.16 - - - - -
Critical Hdwy Stg 1 6.2 - - - - - - - -
Critical Hdwy Stg 2 6.2 - - - - - - - -
Follow-up Hdwy 3.7 - - 2.23 - - - - -
Pot Cap-1 Maneuver 208 0 0 634 - 0 0 - -
Stage 1 513 0 0 - - 0 0 - -
Stage 2 535 0 0 - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 174 0 - 634 - - - - -
Mov Cap-2 Maneuver 174 0 - - - - - - -
Stage 1 429 0 - - - - - - -
Stage 2 535 0 - - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 31.2 2.9 0
HCM LOS D
Minor Lane/Major Mvmt NBL NBTWBLn1WBLn2 SBT SBR
Capacity (veh/h) 634 - 174 - - -
HCM Lane V/C Ratio 0.164 - 0.213 - - -
HCM Control Delay (s/veh) 11.8 - 31.2 0 - -
HCM Lane LOS B - D A - -
HCM 95th %tile Q (veh) 0.6 - 0.8 - - -
440
Section 7, Item 7D
HCM 6th TWSC
10: Clayton Ave & SR 99 Sb Off Ramp 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 10
Intersection
Int Delay, s/veh 1.5
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 0 92 303 21 49 0
Future Vol, veh/h 0 92 303 21 49 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - Yield - Free - None
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, % 3 10 4 21 12 3
Mvmt Flow 0 100 329 23 53 0
Major/Minor Major1 Minor2
Conflicting Flow All 0 - 329 -
Stage 1 - - 0 -
Stage 2 - - 329 -
Critical Hdwy - - 6.52 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - 5.52 -
Follow-up Hdwy - - 3.608 -
Pot Cap-1 Maneuver - 0 645 0
Stage 1 - 0 - 0
Stage 2 - 0 707 0
Platoon blocked, % -
Mov Cap-1 Maneuver - - 645 0
Mov Cap-2 Maneuver - - 645 0
Stage 1 - - - 0
Stage 2 - - 707 0
Approach SE NW
HCM Control Delay, s/v 0 11.1
HCM LOS B
Minor Lane/Major Mvmt NWLn1 SET
Capacity (veh/h) 645 -
HCM Lane V/C Ratio 0.083 -
HCM Control Delay (s/veh) 11.1 -
HCM Lane LOS B -
HCM 95th %tile Q (veh) 0.3 -
441
Section 7, Item 7D
HCM 6th TWSC
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 06/01/2024 Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 11
Intersection
Int Delay, s/veh 303.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 109 36 253 0 0 0 3 299 15 679 257 46 Future Vol, veh/h 109 36 253 0 0 0 3 299 15 679 257 46
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Free Free Free Free Free Free Free Free Free RT Channelized - - Yield - - None - - Yield - - None
Storage Length - - - - - - 75 - - 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, % 6 3 6 3 3 3 3 7 20 8 4 13
Mvmt Flow 118 39 275 0 0 0 3 325 16 738 279 50
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1949 2111 165 329 0 0 325 0 0
Stage 1 1780 1780 - - - - - - -
Stage 2 169 331 - - - - - - -
Critical Hdwy 6.92 6.56 7.02 4.16 - - 4.26 - -
Critical Hdwy Stg 1 5.92 5.56 - - - - - - -
Critical Hdwy Stg 2 5.92 5.56 - - - - - - -
Follow-up Hdwy 3.56 4.03 3.36 2.23 - - 2.28 - -
Pot Cap-1 Maneuver ~ 54 50 838 1220 - - 1189 - -
Stage 1 ~ 115 132 - - - - - - -
Stage 2 832 641 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver ~ 20 0 838 1220 - - 1189 - -
Mov Cap-2 Maneuver ~ 20 0 - - - - - - -
Stage 1 ~ 115 0 - - - - - - -
Stage 2 315 0 - - - - - - -
Approach EB NB SB
HCM Control Delay, s/v$ 1273.3 0.1 8.9
HCM LOS F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 SBL SBT SBR Capacity (veh/h) 1220 - - 20 838 1189 - -
HCM Lane V/C Ratio 0.003 - - 7.88 0.328 0.621 - -
HCM Control Delay (s/veh) 8 - -$ 3475.2 11.4 12.8 - -
HCM Lane LOS A - - F B B - -
HCM 95th %tile Q (veh) 0 - - 20.1 1.4 4.5 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon f'h
442
Section 7, Item 7D
HCM 6th TWSC
12: SR 99 SB Off Ramp & Adams Ave 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 12
Intersection
Int Delay, s/veh 6.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 188 0 0 105 4 308
Future Vol, veh/h 188 0 0 105 4 308
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, % 5 3 3 7 3 3
Mvmt Flow 204 0 0 114 4 335
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 - - - 318 204
Stage 1 - - - - 204 -
Stage 2 - - - - 114 -
Critical Hdwy - - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - - - 3.527 3.327
Pot Cap-1 Maneuver - 0 0 - 673 834
Stage 1 - 0 0 - 828 -
Stage 2 - 0 0 - 908 -
Platoon blocked, % - -
Mov Cap-1 Maneuver - - - - 673 834
Mov Cap-2 Maneuver - - - - 673 -
Stage 1 - - - - 828 -
Stage 2 - - - - 908 -
Approach EB WB NB
HCM Control Delay, s/v 0 0 12.1
HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT WBT
Capacity (veh/h) 845 - -
HCM Lane V/C Ratio 0.401 - -
HCM Control Delay (s/veh) 12.1 - -
HCM Lane LOS B - -
HCM 95th %tile Q (veh) 2 - -
443
Section 7, Item 7D
HCM 6th TWSC
13: Adams Ave & SR 99 NB On Ramp 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 13
Intersection
Int Delay, s/veh 0
Movement EBL EBT EBR WBL WBT WBR NBL NBR SEL SER
Lane Configurations
Traffic Vol, veh/h 0 512 0 0 94 254 0 0 0 0
Future Vol, veh/h 0 512 0 0 94 254 0 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Free Free RT Channelized - - 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
Heavy Vehicles, % 3 4 3 3 5 5 3 3 3 3
Mvmt Flow 0 557 0 0 102 276 0 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All - 0 - - - 0 - 557
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Critical Hdwy - - - - - - - 6.23
Critical Hdwy Stg 1 - - - - - - - -
Critical Hdwy Stg 2 - - - - - - - -
Follow-up Hdwy - - - - - - - 3.327
Pot Cap-1 Maneuver 0 - 0 0 - - 0 528
Stage 1 0 - 0 0 - - 0 -
Stage 2 0 - 0 0 - - 0 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - - - - - - 528
Mov Cap-2 Maneuver - - - - - - - -
Stage 1 - - - - - - - -
Stage 2 - - - - - - - -
Approach EB WB NB
HCM Control Delay, s/v 0 0 0
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT WBT WBR
Capacity (veh/h) - - - -
HCM Lane V/C Ratio - - - -
HCM Control Delay (s/veh) 0 - - -
HCM Lane LOS A - - -
HCM 95th %tile Q (veh) - - - -
444
Section 7, Item 7D
HCM 6th TWSC
15: Merced St. & SR 99 NB Ramps 06/01/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 14
Intersection
Int Delay, s/veh 14.4
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 0 0 0 36 6 172 226 574 0 0 488 279
Future Vol, veh/h 0 0 0 36 6 172 226 574 0 0 488 279
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 50 - - - - -
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, % 3 3 3 4 20 8 7 3 3 3 3 4
Mvmt Flow 0 0 0 38 6 183 240 611 0 0 519 297
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1759 1907 611 816 0 - - - 0
Stage 1 1091 1091 - - - - - - -
Stage 2 668 816 - - - - - - -
Critical Hdwy 6.44 6.7 6.28 4.17 - - - - -
Critical Hdwy Stg 1 5.44 5.7 - - - - - - -
Critical Hdwy Stg 2 5.44 5.7 - - - - - - -
Follow-up Hdwy 3.536 4.18 3.372 2.263 - - - - -
Pot Cap-1 Maneuver 92 62 483 790 - 0 0 - -
Stage 1 319 270 - - - 0 0 - -
Stage 2 506 366 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 64 0 483 790 - - - - -
Mov Cap-2 Maneuver 64 0 - - - - - - -
Stage 1 222 0 - - - - - - -
Stage 2 506 0 - - - - - - -
Approach NW NE SW
HCM Control Delay, s/v 107.6 3.3 0
HCM LOS F
Minor Lane/Major Mvmt NEL NETNWLn1 SWT SWR
Capacity (veh/h) 790 - 226 - -
HCM Lane V/C Ratio 0.304 - 1.007 - -
HCM Control Delay (s/veh) 11.5 - 107.6 - -
HCM Lane LOS B - F - -
HCM 95th %tile Q (veh) 1.3 - 9.3 - -
445
Section 7, Item 7D
HCM 6th AWSC
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/01/2024 Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Synchro 12 Report VRPA Page 1
Intersection
Intersection Delay, s/veh 83.3
Intersection LOS F
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 256 187 48 19 0 346 0 201 48 353 172 0 Future Vol, veh/h 256 187 48 19 0 346 0 201 48 353 172 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 4 3 3 3 3 3 3
Mvmt Flow 272 199 51 20 0 368 0 214 51 376 183 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 162.2 51 32.4 56
HCM LOS F F D F
Lane NELn1 NWLn1 SELn1 SWLn1 SWLn2
Vol Left, % 0% 5% 52% 100% 0%
Vol Thru, % 81% 0% 38% 0% 100%
Vol Right, % 19% 95% 10% 0% 0%
Sign Control Stop Stop Stop Stop Stop
Traffic Vol by Lane 249 365 491 353 172
LT Vol 0 19 256 353 0
Through Vol 201 0 187 0 172
RT Vol 48 346 48 0 0
Lane Flow Rate 265 388 522 376 183
Geometry Grp 4a 2 2 5 5
Degree of Util (X) 0.681 0.884 1.261 0.974 0.449
Departure Headway (Hd) 10.206 8.96 8.69 10.093 9.571
Convergence, Y/N Yes Yes Yes Yes Yes
Cap 358 408 418 361 379
Service Time 8.206 6.96 6.756 7.793 7.271
HCM Lane V/C Ratio 0.74 0.951 1.249 1.042 0.483
HCM Control Delay, s/veh 32.4 51 162.2 73.7 19.8
HCM Lane LOS D F F F C
HCM 95th-tile Q 4.8 9 22.2 10.8 2.2
446
Section 7, Item 7D
INTERSECTION IMPROVEMENT RESULTS
447
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 07/27/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 2.6
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 43 36 746 26 38 884
Future Vol, veh/h 43 36 746 26 38 884
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 100 - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 42 42 13 13 10 10
Mvmt Flow 47 39 811 28 41 961
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1392 406 0 0 839 0
Stage 1 811 - - - - -
Stage 2 581 - - - - -
Critical Hdwy 7.64 7.74 - - 4.3 -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.64 - - - - -
Follow-up Hdwy 3.92 3.72 - - 2.3 -
Pot Cap-1 Maneuver 93 495 - - 742 -
Stage 1 310 - - - - -
Stage 2 424 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 86 495 - - 742 -
Mov Cap-2 Maneuver 86 - - - - -
Stage 1 310 - - - - -
Stage 2 394 - - - - -
Approach EB SE NW
HCM Control Delay, s/v 53.9 0 0.4
HCM LOS F
Minor Lane/Major Mvmt NWL NWT EBLn1 EBLn2 SET SER
Capacity (veh/h) 742 - 86 495 - -
HCM Lane V/C Ratio 0.056 - 0.543 0.079 - -
HCM Control Delay (s/veh) 10.1 - 88.3 12.9 - -
HCM Lane LOS B - F B - -
HCM 95th %tile Q (veh) 0.2 - 2.4 0.3 - -
448
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 07/27/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 11.8
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 86 61 1121 11 20 793
Future Vol, veh/h 86 61 1121 11 20 793
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 100 - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 13 6 20 30 5
Mvmt Flow 93 66 1218 12 22 862
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1711 609 0 0 1230 0
Stage 1 1218 - - - - -
Stage 2 493 - - - - -
Critical Hdwy 6.86 7.16 - - 4.7 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.43 - - 2.5 -
Pot Cap-1 Maneuver ~ 81 412 - - 430 -
Stage 1 241 - - - - -
Stage 2 576 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 76 412 - - 430 -
Mov Cap-2 Maneuver ~ 76 - - - - -
Stage 1 241 - - - - -
Stage 2 537 - - - - -
Approach EB SE NW
HCM Control Delay, s/v166.7 0 0.3
HCM LOS F
Minor Lane/Major Mvmt NWL NWT EBLn1 EBLn2 SET SER
Capacity (veh/h) 430 - 76 412 - -
HCM Lane V/C Ratio 0.051 - 1.23 0.161 - -
HCM Control Delay (s/veh) 13.8 - 274.1 15.4 - -
HCM Lane LOS B - F C - -
HCM 95th %tile Q (veh) 0.2 - 7.1 0.6 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 449
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 07/27/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 2.8
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 43 36 785 26 38 890
Future Vol, veh/h 43 36 785 26 38 890
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 100 - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 42 42 13 13 10 10
Mvmt Flow 47 39 853 28 41 967
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1437 427 0 0 881 0
Stage 1 853 - - - - -
Stage 2 584 - - - - -
Critical Hdwy 7.64 7.74 - - 4.3 -
Critical Hdwy Stg 1 6.64 - - - - -
Critical Hdwy Stg 2 6.64 - - - - -
Follow-up Hdwy 3.92 3.72 - - 2.3 -
Pot Cap-1 Maneuver 86 478 - - 715 -
Stage 1 292 - - - - -
Stage 2 423 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 80 478 - - 715 -
Mov Cap-2 Maneuver 80 - - - - -
Stage 1 292 - - - - -
Stage 2 392 - - - - -
Approach EB SE NW
HCM Control Delay, s/v 60.4 0 0.4
HCM LOS F
Minor Lane/Major Mvmt NWL NWT EBLn1 EBLn2 SET SER
Capacity (veh/h) 715 - 80 478 - -
HCM Lane V/C Ratio 0.058 - 0.584 0.082 - -
HCM Control Delay (s/veh) 10.3 - 99.9 13.2 - -
HCM Lane LOS B - F B - -
HCM 95th %tile Q (veh) 0.2 - 2.6 0.3 - -
450
Section 7, Item 7D
HCM 6th TWSC
3: Golden St. Blvd. & Jefferson Ave 07/27/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 12.6
Movement EBL EBR SET SER NWL NWT
Lane Configurations
Traffic Vol, veh/h 86 61 1127 11 20 826
Future Vol, veh/h 86 61 1127 11 20 826
Conflicting Peds, #/hr 18 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 100 - 150 150 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 13 6 20 30 5
Mvmt Flow 93 66 1225 12 22 898
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1736 613 0 0 1237 0
Stage 1 1225 - - - - -
Stage 2 511 - - - - -
Critical Hdwy 6.86 7.16 - - 4.7 -
Critical Hdwy Stg 1 5.86 - - - - -
Critical Hdwy Stg 2 5.86 - - - - -
Follow-up Hdwy 3.53 3.43 - - 2.5 -
Pot Cap-1 Maneuver ~ 78 409 - - 427 -
Stage 1 239 - - - - -
Stage 2 564 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver ~ 73 409 - - 427 -
Mov Cap-2 Maneuver ~ 73 - - - - -
Stage 1 239 - - - - -
Stage 2 526 - - - - -
Approach EB SE NW
HCM Control Delay, s/v180.4 0 0.3
HCM LOS F
Minor Lane/Major Mvmt NWL NWT EBLn1 EBLn2 SET SER
Capacity (veh/h) 427 - 73 409 - -
HCM Lane V/C Ratio 0.051 - 1.281 0.162 - -
HCM Control Delay (s/veh) 13.9 - 297.4 15.5 - -
HCM Lane LOS B - F C - -
HCM 95th %tile Q (veh) 0.2 - 7.3 0.6 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 451
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 07/27/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 1.1
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 24 39 0 767 22 45 1070
Future Vol, veh/h 24 39 0 767 22 45 1070
Conflicting Peds, #/hr 26 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - 100 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97 97
Heavy Vehicles, % 12 3 3 8 6 3 12
Mvmt Flow 25 40 0 791 23 46 1103
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1488 422 1103 0 0 829 0
Stage 1 818 - - - - - -
Stage 2 670 - - - - - -
Critical Hdwy 7.04 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.04 - - - - - -
Critical Hdwy Stg 2 6.04 - - - - - -
Follow-up Hdwy 3.62 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 104 577 283 - - 792 -
Stage 1 370 - - - - - -
Stage 2 444 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 94 569 283 - - 781 -
Mov Cap-2 Maneuver 94 - - - - - -
Stage 1 365 - - - - - -
Stage 2 408 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 28.8 0 0.4
HCM LOS D
Minor Lane/Major Mvmt NBU NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) 283 - - 94 569 781 -
HCM Lane V/C Ratio - - - 0.263 0.071 0.059 -
HCM Control Delay (s/veh) 0 - - 56.5 11.8 9.9 -
HCM Lane LOS A - - F B A -
HCM 95th %tile Q (veh) 0 - - 1 0.2 0.2 -
fl ft* ft
452
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 07/27/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 2.2
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 27 27 0 1125 37 58 850
Future Vol, veh/h 27 27 0 1125 37 58 850
Conflicting Peds, #/hr 18 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - 100 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 94 94 92 94 94 94 94
Heavy Vehicles, % 11 3 3 8 12 3 7
Mvmt Flow 29 29 0 1197 39 62 904
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1826 633 904 0 0 1251 0
Stage 1 1232 - - - - - -
Stage 2 594 - - - - - -
Critical Hdwy 7.02 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.02 - - - - - -
Critical Hdwy Stg 2 6.02 - - - - - -
Follow-up Hdwy 3.61 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 62 420 380 - - 547 -
Stage 1 221 - - - - - -
Stage 2 490 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 53 414 380 - - 539 -
Mov Cap-2 Maneuver 53 - - - - - -
Stage 1 218 - - - - - -
Stage 2 426 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 74.5 0 0.8
HCM LOS F
Minor Lane/Major Mvmt NBU NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) 380 - - 53 414 539 -
HCM Lane V/C Ratio - - - 0.542 0.069 0.114 -
HCM Control Delay (s/veh) 0 - - 134.7 14.3 12.5 -
HCM Lane LOS A - - F B B -
HCM 95th %tile Q (veh) 0 - - 2.1 0.2 0.4 -
fl ft* ft
453
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 07/27/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 1.2
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 24 39 0 769 22 45 1083
Future Vol, veh/h 24 39 0 769 22 45 1083
Conflicting Peds, #/hr 26 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - 100 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 97 97 97 97 97 97 97
Heavy Vehicles, % 12 3 3 8 6 3 12
Mvmt Flow 25 40 0 793 23 46 1116
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1496 423 1116 0 0 831 0
Stage 1 820 - - - - - -
Stage 2 676 - - - - - -
Critical Hdwy 7.04 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.04 - - - - - -
Critical Hdwy Stg 2 6.04 - - - - - -
Follow-up Hdwy 3.62 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 103 577 277 - - 791 -
Stage 1 369 - - - - - -
Stage 2 441 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 93 569 277 - - 780 -
Mov Cap-2 Maneuver 93 - - - - - -
Stage 1 364 - - - - - -
Stage 2 405 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 29.1 0 0.4
HCM LOS D
Minor Lane/Major Mvmt NBU NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) 277 - - 93 569 780 -
HCM Lane V/C Ratio - - - 0.266 0.071 0.059 -
HCM Control Delay (s/veh) 0 - - 57.2 11.8 9.9 -
HCM Lane LOS A - - F B A -
HCM 95th %tile Q (veh) 0 - - 1 0.2 0.2 -
fl ft* ft
454
Section 7, Item 7D
HCM 6th TWSC
5: Clovis Ave & Lincoln Ave 07/27/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Intersection
Int Delay, s/veh 2.3
Movement WBL WBR NBU NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 27 27 0 1136 37 58 852
Future Vol, veh/h 27 27 0 1136 37 58 852
Conflicting Peds, #/hr 18 0 0 0 15 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - - None - None
Storage Length - 100 75 - - 150 -
Veh in Median Storage, # 0 - - 0 - - 0
Grade, % 0 - - 0 - - 0
Peak Hour Factor 94 94 92 94 94 94 94
Heavy Vehicles, % 11 3 3 8 12 3 7
Mvmt Flow 29 29 0 1209 39 62 906
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1839 639 906 0 0 1263 0
Stage 1 1244 - - - - - -
Stage 2 595 - - - - - -
Critical Hdwy 7.02 6.96 6.46 - - 4.16 -
Critical Hdwy Stg 1 6.02 - - - - - -
Critical Hdwy Stg 2 6.02 - - - - - -
Follow-up Hdwy 3.61 3.33 2.53 - - 2.23 -
Pot Cap-1 Maneuver 61 416 379 - - 541 -
Stage 1 218 - - - - - -
Stage 2 490 - - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 52 410 379 - - 533 -
Mov Cap-2 Maneuver 52 - - - - - -
Stage 1 215 - - - - - -
Stage 2 426 - - - - - -
Approach WB NB SB
HCM Control Delay, s/v 76.7 0 0.8
HCM LOS F
Minor Lane/Major Mvmt NBU NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) 379 - - 52 410 533 -
HCM Lane V/C Ratio - - - 0.552 0.07 0.116 -
HCM Control Delay (s/veh) 0 - - 138.9 14.4 12.6 -
HCM Lane LOS A - - F B B -
HCM 95th %tile Q (veh) 0 - - 2.1 0.2 0.4 -
fl ft* ft
455
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
7: Golden St. Blvd. & Clayton Ave 06/03/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations
Traffic Volume (veh/h) 0 1 0 10 0 31 18 472 4 0 838 54
Future Volume (veh/h) 0 1 0 10 0 31 18 472 4 0 838 54
Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1159 1856 1159 1856 1707 1856 1856 1796 1856 Adj Flow Rate, veh/h 0 1 0 11 0 33 19 502 4 0 891 57
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 50 3 50 3 13 3 3 7 3
Cap, veh/h 0 101 0 398 0 54 191 1667 853 0 1766 113
Arrive On Green 0.00 0.05 0.00 0.05 0.00 0.05 0.54 0.54 0.54 0.00 0.54 0.54 Sat Flow, veh/h 0 1856 0 1392 0 982 35 3074 1572 0 3347 208 Grp Volume(v), veh/h 0 1 0 11 0 33 276 245 4 0 467 481
Grp Sat Flow(s),veh/h/ln 0 1856 0 1392 0 982 1633 1476 1572 0 1706 1759 Q Serve(g_s), s 0.0 0.0 0.0 0.2 0.0 0.7 0.0 2.0 0.0 0.0 3.8 3.8 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.2 0.0 0.7 2.0 2.0 0.0 0.0 3.8 3.8 Prop In Lane 0.00 0.00 1.00 1.00 0.07 1.00 0.00 0.12
Lane Grp Cap(c), veh/h 0 101 0 398 0 54 1058 800 853 0 925 954 V/C Ratio(X) 0.00 0.01 0.00 0.03 0.00 0.62 0.26 0.31 0.00 0.00 0.50 0.50 Avail Cap(c_a), veh/h 0 1870 0 1738 0 990 4147 3868 4121 0 4472 4609 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 10.0 0.0 10.1 0.0 10.3 2.8 2.8 2.3 0.0 3.2 3.2 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 11.0 0.1 0.2 0.0 0.0 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 10.0 0.0 10.1 0.0 21.3 2.9 3.0 2.3 0.0 3.6 3.6 LnGrp LOS B B C A A A A A
Approach Vol, veh/h 1 44 525 948
Approach Delay, s/veh 10.0 18.5 3.0 3.6
Approach LOS B B A A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 16.6 5.7 16.6 5.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 58.5 22.5 58.5 22.5
Max Q Clear Time (g_c+I1), s 5.8 2.0 4.0 2.7
Green Ext Time (p_c), s 6.3 0.0 3.1 0.1
Intersection Summary
HCM 6th Ctrl Delay, s/veh 3.8
HCM 6th LOS A
4+ f 4T>
456
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
7: Golden St. Blvd. & Clayton Ave 06/03/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations
Traffic Volume (veh/h) 0 4 0 49 0 158 32 1232 0 2 602 18 Future Volume (veh/h) 0 4 0 49 0 158 32 1232 0 2 602 18 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1159 1856 1856 1856 1811 1856 1856 1767 1856 Adj Flow Rate, veh/h 0 4 0 53 0 172 35 1339 0 2 654 20
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 50 3 3 3 6 3 3 9 3
Cap, veh/h 0 290 0 399 0 246 118 2022 967 93 1999 61
Arrive On Green 0.00 0.16 0.00 0.16 0.00 0.16 0.61 0.61 0.00 0.61 0.61 0.61 Sat Flow, veh/h 0 1856 0 1385 0 1572 36 3289 1572 1 3251 99 Grp Volume(v), veh/h 0 4 0 53 0 172 730 644 0 355 0 321 Grp Sat Flow(s),veh/h/ln 0 1856 0 1385 0 1572 1759 1566 1572 1762 0 1590 Q Serve(g_s), s 0.0 0.1 0.0 1.3 0.0 4.1 0.0 10.6 0.0 0.0 0.0 3.8 Cycle Q Clear(g_c), s 0.0 0.1 0.0 1.4 0.0 4.1 10.2 10.6 0.0 3.8 0.0 3.8 Prop In Lane 0.00 0.00 1.00 1.00 0.05 1.00 0.01 0.06
Lane Grp Cap(c), veh/h 0 290 0 399 0 246 1178 963 967 1175 0 977 V/C Ratio(X) 0.00 0.01 0.00 0.13 0.00 0.70 0.62 0.67 0.00 0.30 0.00 0.33 Avail Cap(c_a), veh/h 0 921 0 876 0 780 2786 2450 2460 2820 0 2488 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 14.0 0.0 14.6 0.0 15.7 4.9 5.0 0.0 3.6 0.0 3.7 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.1 0.0 3.6 0.5 0.8 0.0 0.1 0.0 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 0.3 0.0 1.3 0.7 0.7 0.0 0.2 0.0 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 14.0 0.0 14.8 0.0 19.3 5.4 5.8 0.0 3.8 0.0 3.8 LnGrp LOS B B B A A A A
Approach Vol, veh/h 4 225 1374 676
Approach Delay, s/veh 14.0 18.2 5.6 3.8
Approach LOS B B A A
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 28.7 10.6 28.7 10.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 61.5 19.5 61.5 19.5
Max Q Clear Time (g_c+I1), s 5.8 2.1 12.6 6.1
Green Ext Time (p_c), s 4.0 0.0 11.6 0.6
Intersection Summary
HCM 6th Ctrl Delay, s/veh 6.3
HCM 6th LOS A
4+ f 4T>
457
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 09/10/2024 Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 37 25 86 0 0 0 6 345 13 810 224 61 Future Volume (veh/h) 37 25 86 0 0 0 6 345 13 810 224 61 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1781 1544 1752 1856 1781 1574 1722 1559 1856 Adj Flow Rate, veh/h 33 35 0 6 367 0 862 238 65
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 8 24 10 3 8 22 12 23 3
Cap, veh/h 115 104 14 670 1192 1305 349
Arrive On Green 0.07 0.07 0.00 0.01 0.20 0.00 0.37 0.56 0.56 Sat Flow, veh/h 1697 1544 1485 1767 3474 0 3182 2312 618 Grp Volume(v), veh/h 33 35 0 6 367 0 862 151 152
Grp Sat Flow(s),veh/h/ln 1697 1544 1485 1767 1692 0 1591 1481 1448 Q Serve(g_s), s 0.7 0.8 0.0 0.1 3.7 0.0 8.7 1.8 1.9
Cycle Q Clear(g_c), s 0.7 0.8 0.0 0.1 3.7 0.0 8.7 1.8 1.9 Prop In Lane 1.00 1.00 1.00 0.00 1.00 0.43
Lane Grp Cap(c), veh/h 115 104 14 670 1192 836 817
V/C Ratio(X) 0.29 0.33 0.42 0.55 0.72 0.18 0.19
Avail Cap(c_a), veh/h 837 762 259 1850 3181 2073 2026
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.6 16.7 0.0 18.5 13.5 0.0 10.1 4.0 4.0 Incr Delay (d2), s/veh 1.4 1.9 0.0 18.4 0.7 0.0 0.8 0.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.3 0.0 0.1 1.0 0.0 1.7 0.1 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 18.0 18.5 0.0 37.0 14.2 0.0 10.9 4.1 4.1 LnGrp LOS B B D B B A A
Approach Vol, veh/h 68 373 1165
Approach Delay, s/veh 18.3 14.6 9.1
Approach LOS B B A
Timer - Assigned Phs 1 2 4 5 6
Phs Duration (G+Y+Rc), s 18.6 11.9 7.0 4.8 25.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 37.5 20.5 18.5 5.5 52.5
Max Q Clear Time (g_c+I1), s 10.7 5.7 2.8 2.1 3.9
Green Ext Time (p_c), s 3.3 1.8 0.2 0.0 1.7
Intersection Summary
HCM 6th Ctrl Delay, s/veh 10.8
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.
Unsignalized Delay for [NBR, EBR] is excluded from calculations of the approach delay and intersection delay. 'i’i +1*
458
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 09/10/2024 Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 97 36 253 0 0 0 3 299 15 634 257 46 Future Volume (veh/h) 97 36 253 0 0 0 3 299 15 634 257 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1811 1856 1811 1856 1796 1604 1781 1841 1707 Adj Flow Rate, veh/h 72 85 0 3 325 0 689 279 50
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 6 3 6 3 7 20 8 4 13
Cap, veh/h 193 208 7 647 1024 1474 261
Arrive On Green 0.11 0.11 0.00 0.00 0.19 0.00 0.31 0.50 0.50 Sat Flow, veh/h 1725 1856 1535 1767 3503 0 3291 2970 525 Grp Volume(v), veh/h 72 85 0 3 325 0 689 163 166
Grp Sat Flow(s),veh/h/ln 1725 1856 1535 1767 1706 0 1646 1749 1746 Q Serve(g_s), s 1.3 1.5 0.0 0.1 3.0 0.0 6.4 1.8 1.8
Cycle Q Clear(g_c), s 1.3 1.5 0.0 0.1 3.0 0.0 6.4 1.8 1.8 Prop In Lane 1.00 1.00 1.00 0.00 1.00 0.30
Lane Grp Cap(c), veh/h 193 208 7 647 1024 868 867
V/C Ratio(X) 0.37 0.41 0.41 0.50 0.67 0.19 0.19
Avail Cap(c_a), veh/h 1064 1145 279 2203 3069 2484 2480 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.3 14.4 0.0 17.3 12.6 0.0 10.5 4.9 4.9 Incr Delay (d2), s/veh 1.2 1.3 0.0 33.5 0.6 0.0 0.8 0.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.6 0.0 0.1 0.8 0.0 1.4 0.2 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 15.5 15.7 0.0 50.8 13.3 0.0 11.2 5.0 5.0 LnGrp LOS B B D B B A A
Approach Vol, veh/h 157 328 1018
Approach Delay, s/veh 15.6 13.6 9.2
Approach LOS B B A
Timer - Assigned Phs 1 2 4 5 6
Phs Duration (G+Y+Rc), s 15.3 11.1 8.4 4.6 21.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 32.5 22.5 21.5 5.5 49.5
Max Q Clear Time (g_c+I1), s 8.4 5.0 3.5 2.1 3.8
Green Ext Time (p_c), s 2.5 1.6 0.5 0.0 1.8
Intersection Summary
HCM 6th Ctrl Delay, s/veh 10.8
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.
Unsignalized Delay for [NBR, EBR] is excluded from calculations of the approach delay and intersection delay. 'i’i +1*
459
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 09/10/2024 Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 115 25 86 0 0 0 6 345 13 818 224 61 Future Volume (veh/h) 115 25 86 0 0 0 6 345 13 818 224 61 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1781 1544 1752 1856 1781 1574 1722 1559 1856 Adj Flow Rate, veh/h 141 0 0 6 367 0 870 238 65
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 8 24 10 3 8 22 12 23 3
Cap, veh/h 336 0 14 654 1179 1284 343
Arrive On Green 0.10 0.00 0.00 0.01 0.19 0.00 0.37 0.56 0.56 Sat Flow, veh/h 3393 0 1485 1767 3474 0 3182 2312 618
Grp Volume(v), veh/h 141 0 0 6 367 0 870 151 152
Grp Sat Flow(s),veh/h/ln 1697 0 1485 1767 1692 0 1591 1481 1448 Q Serve(g_s), s 1.6 0.0 0.0 0.1 3.9 0.0 9.5 2.0 2.1
Cycle Q Clear(g_c), s 1.6 0.0 0.0 0.1 3.9 0.0 9.5 2.0 2.1 Prop In Lane 1.00 1.00 1.00 0.00 1.00 0.43
Lane Grp Cap(c), veh/h 336 0 14 654 1179 823 804
V/C Ratio(X) 0.42 0.00 0.42 0.56 0.74 0.18 0.19
Avail Cap(c_a), veh/h 1569 0 243 1819 2903 1944 1900
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 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.9 0.0 0.0 19.7 14.6 0.0 10.9 4.4 4.4 Incr Delay (d2), s/veh 0.8 0.0 0.0 18.5 0.8 0.0 0.9 0.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.0 0.1 1.1 0.0 2.1 0.2 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 17.8 0.0 0.0 38.3 15.4 0.0 11.8 4.5 4.5 LnGrp LOS B D B B A A
Approach Vol, veh/h 141 373 1173
Approach Delay, s/veh 17.8 15.7 9.9
Approach LOS B B A
Timer - Assigned Phs 1 2 4 5 6
Phs Duration (G+Y+Rc), s 19.3 12.2 8.5 4.8 26.7
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 36.5 21.5 18.5 5.5 52.5
Max Q Clear Time (g_c+I1), s 11.5 5.9 3.6 2.1 4.1
Green Ext Time (p_c), s 3.4 1.8 0.4 0.0 1.7
Intersection Summary
HCM 6th Ctrl Delay, s/veh 11.9
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.
Unsignalized Delay for [NBR, EBR] is excluded from calculations of the approach delay and intersection delay. 'i’i +1*
460
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 09/10/2024 Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 109 36 253 0 0 0 3 299 15 679 257 46 Future Volume (veh/h) 109 36 253 0 0 0 3 299 15 679 257 46 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1811 1856 1811 1856 1796 1604 1781 1841 1707 Adj Flow Rate, veh/h 79 94 0 3 325 0 738 279 50
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 6 3 6 3 7 20 8 4 13
Cap, veh/h 197 212 7 633 1072 1505 266
Arrive On Green 0.11 0.11 0.00 0.00 0.19 0.00 0.33 0.51 0.51 Sat Flow, veh/h 1725 1856 1535 1767 3503 0 3291 2970 525 Grp Volume(v), veh/h 79 94 0 3 325 0 738 163 166
Grp Sat Flow(s),veh/h/ln 1725 1856 1535 1767 1706 0 1646 1749 1746 Q Serve(g_s), s 1.5 1.7 0.0 0.1 3.1 0.0 7.0 1.8 1.9
Cycle Q Clear(g_c), s 1.5 1.7 0.0 0.1 3.1 0.0 7.0 1.8 1.9 Prop In Lane 1.00 1.00 1.00 0.00 1.00 0.30
Lane Grp Cap(c), veh/h 197 212 7 633 1072 886 885
V/C Ratio(X) 0.40 0.44 0.41 0.51 0.69 0.18 0.19
Avail Cap(c_a), veh/h 1029 1107 270 2037 3061 2403 2399 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.8 14.9 0.0 17.9 13.2 0.0 10.6 4.8 4.8 Incr Delay (d2), s/veh 1.3 1.5 0.0 33.5 0.6 0.0 0.8 0.1 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.7 0.0 0.1 0.8 0.0 1.5 0.2 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 16.1 16.3 0.0 51.4 13.9 0.0 11.4 4.9 4.9 LnGrp LOS B B D B B A A
Approach Vol, veh/h 173 328 1067
Approach Delay, s/veh 16.2 14.2 9.4
Approach LOS B B A
Timer - Assigned Phs 1 2 4 5 6
Phs Duration (G+Y+Rc), s 16.2 11.2 8.6 4.6 22.8
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 33.5 21.5 21.5 5.5 49.5
Max Q Clear Time (g_c+I1), s 9.0 5.1 3.7 2.1 3.9
Green Ext Time (p_c), s 2.7 1.6 0.6 0.0 1.8
Intersection Summary
HCM 6th Ctrl Delay, s/veh 11.1
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.
Unsignalized Delay for [NBR, EBR] is excluded from calculations of the approach delay and intersection delay. 'i’i +1*
461
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/03/2024 Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 300 126 21 15 0 484 0 299 40 322 146 0 Future Volume (veh/h) 300 126 21 15 0 484 0 299 40 322 146 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1796 1752 1856 1752 1856 1856 0 1856 1841 1811 1767 0 Adj Flow Rate, veh/h 326 137 23 16 0 526 0 325 43 350 159 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, % 7 10 3 10 3 3 0 3 4 6 9 0
Cap, veh/h 356 637 107 292 0 640 0 355 47 381 853 0
Arrive On Green 0.21 0.44 0.44 0.19 0.00 0.19 0.00 0.22 0.22 0.22 0.48 0.00 Sat Flow, veh/h 1711 1462 245 1217 0 1572 0 1605 212 1725 1767 0 Grp Volume(v), veh/h 326 0 160 16 0 526 0 0 368 350 159 0 Grp Sat Flow(s),veh/h/ln 1711 0 1708 1217 0 1572 0 0 1817 1725 1767 0 Q Serve(g_s), s 20.5 0.0 6.4 1.2 0.0 20.5 0.0 0.0 21.8 21.8 5.6 0.0 Cycle Q Clear(g_c), s 20.5 0.0 6.4 1.2 0.0 20.5 0.0 0.0 21.8 21.8 5.6 0.0 Prop In Lane 1.00 0.14 1.00 1.00 0.00 0.12 1.00 0.00
Lane Grp Cap(c), veh/h 356 0 743 292 0 640 0 0 402 381 853 0 V/C Ratio(X) 0.92 0.00 0.22 0.05 0.00 0.82 0.00 0.00 0.92 0.92 0.19 0.00 Avail Cap(c_a), veh/h 412 0 799 292 0 640 0 0 438 447 955 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 1.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 42.6 0.0 19.4 36.9 0.0 29.0 0.0 0.0 41.9 41.9 16.2 0.0 Incr Delay (d2), s/veh 22.9 0.0 0.1 0.1 0.0 8.4 0.0 0.0 22.9 21.9 0.1 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.9 0.0 2.6 0.4 0.0 13.5 0.0 0.0 12.0 11.5 2.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 65.6 0.0 19.5 37.0 0.0 37.5 0.0 0.0 64.8 63.8 16.3 0.0 LnGrp LOS E B D D E E B
Approach Vol, veh/h 486 542 368 509
Approach Delay, s/veh 50.4 37.4 64.8 49.0
Approach LOS D D E D
Timer - Assigned Phs 1 2 3 4 6 8
Phs Duration (G+Y+Rc), s 27.4 25.0 28.8 28.8 52.4 57.6
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 26.5 20.5 28.5 26.5 51.5 59.5 Max Q Clear Time (g_c+I1), s 22.5 22.5 23.8 23.8 8.4 7.6 Green Ext Time (p_c), s 0.4 0.0 0.5 0.5 1.0 1.0
Intersection Summary
HCM 6th Ctrl Delay, s/veh 49.1
HCM 6th LOS D
4 i*
462
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/03/2024 Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 256 187 48 19 0 346 0 201 48 319 172 0 Future Volume (veh/h) 256 187 48 19 0 346 0 201 48 319 172 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1841 0 1856 1856 1856 1856 0 Adj Flow Rate, veh/h 272 199 51 20 0 368 0 214 51 339 183 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 Percent Heavy Veh, % 3 3 3 3 3 4 0 3 3 3 3 0
Cap, veh/h 319 629 161 318 0 666 0 257 61 388 837 0
Arrive On Green 0.18 0.44 0.44 0.21 0.00 0.21 0.00 0.18 0.18 0.22 0.45 0.00 Sat Flow, veh/h 1767 1425 365 1121 0 1560 0 1448 345 1767 1856 0 Grp Volume(v), veh/h 272 0 250 20 0 368 0 0 265 339 183 0 Grp Sat Flow(s),veh/h/ln 1767 0 1790 1121 0 1560 0 0 1793 1767 1856 0 Q Serve(g_s), s 12.5 0.0 7.6 1.2 0.0 14.8 0.0 0.0 11.9 15.5 5.0 0.0 Cycle Q Clear(g_c), s 12.5 0.0 7.6 1.2 0.0 14.8 0.0 0.0 11.9 15.5 5.0 0.0 Prop In Lane 1.00 0.20 1.00 1.00 0.00 0.19 1.00 0.00
Lane Grp Cap(c), veh/h 319 0 790 318 0 666 0 0 319 388 837 0 V/C Ratio(X) 0.85 0.00 0.32 0.06 0.00 0.55 0.00 0.00 0.83 0.87 0.22 0.00 Avail Cap(c_a), veh/h 560 0 1102 361 0 725 0 0 504 665 1319 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 1.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.2 0.0 15.2 26.8 0.0 18.0 0.0 0.0 33.2 31.5 14.0 0.0 Incr Delay (d2), s/veh 6.5 0.0 0.2 0.1 0.0 0.8 0.0 0.0 6.6 6.6 0.1 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.8 0.0 3.0 0.3 0.0 5.2 0.0 0.0 5.5 7.1 2.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 39.7 0.0 15.4 26.8 0.0 18.7 0.0 0.0 39.8 38.1 14.1 0.0 LnGrp LOS D B C B D D B
Approach Vol, veh/h 522 388 265 522
Approach Delay, s/veh 28.1 19.2 39.8 29.7
Approach LOS C B D C
Timer - Assigned Phs 1 2 3 4 6 8
Phs Duration (G+Y+Rc), s 19.6 21.8 22.9 19.4 41.4 42.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 26.5 20.5 31.5 23.5 51.5 59.5 Max Q Clear Time (g_c+I1), s 14.5 16.8 17.5 13.9 9.6 7.0 Green Ext Time (p_c), s 0.6 0.5 0.9 0.9 1.6 1.1
Intersection Summary
HCM 6th Ctrl Delay, s/veh 28.4
HCM 6th LOS C
4 i*
463
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/03/2024 Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 300 126 21 15 0 484 0 299 40 328 146 0 Future Volume (veh/h) 300 126 21 15 0 484 0 299 40 328 146 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1796 1752 1856 1752 1856 1856 0 1856 1841 1811 1767 0 Adj Flow Rate, veh/h 326 137 23 16 0 526 0 325 43 357 159 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, % 7 10 3 10 3 3 0 3 4 6 9 0
Cap, veh/h 356 633 106 290 0 644 0 354 47 387 858 0
Arrive On Green 0.21 0.43 0.43 0.18 0.00 0.18 0.00 0.22 0.22 0.22 0.49 0.00 Sat Flow, veh/h 1711 1462 245 1217 0 1572 0 1605 212 1725 1767 0 Grp Volume(v), veh/h 326 0 160 16 0 526 0 0 368 357 159 0 Grp Sat Flow(s),veh/h/ln 1711 0 1708 1217 0 1572 0 0 1817 1725 1767 0 Q Serve(g_s), s 20.7 0.0 6.5 1.2 0.0 20.5 0.0 0.0 22.0 22.5 5.6 0.0 Cycle Q Clear(g_c), s 20.7 0.0 6.5 1.2 0.0 20.5 0.0 0.0 22.0 22.5 5.6 0.0 Prop In Lane 1.00 0.14 1.00 1.00 0.00 0.12 1.00 0.00
Lane Grp Cap(c), veh/h 356 0 740 290 0 644 0 0 401 387 858 0 V/C Ratio(X) 0.92 0.00 0.22 0.06 0.00 0.82 0.00 0.00 0.92 0.92 0.19 0.00 Avail Cap(c_a), veh/h 409 0 793 290 0 644 0 0 434 443 947 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 1.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 43.0 0.0 19.7 37.4 0.0 29.1 0.0 0.0 42.3 42.1 16.1 0.0 Incr Delay (d2), s/veh 23.4 0.0 0.1 0.1 0.0 8.1 0.0 0.0 23.4 23.0 0.1 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.0 0.0 2.6 0.4 0.0 13.6 0.0 0.0 12.2 11.9 2.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 66.4 0.0 19.8 37.4 0.0 37.2 0.0 0.0 65.7 65.1 16.2 0.0 LnGrp LOS E B D D E E B
Approach Vol, veh/h 486 542 368 516
Approach Delay, s/veh 51.0 37.2 65.7 50.1
Approach LOS D D E D
Timer - Assigned Phs 1 2 3 4 6 8
Phs Duration (G+Y+Rc), s 27.6 25.0 29.4 29.0 52.6 58.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 26.5 20.5 28.5 26.5 51.5 59.5 Max Q Clear Time (g_c+I1), s 22.7 22.5 24.5 24.0 8.5 7.6 Green Ext Time (p_c), s 0.4 0.0 0.5 0.5 1.0 1.0
Intersection Summary
HCM 6th Ctrl Delay, s/veh 49.7
HCM 6th LOS D
4 i*
464
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/03/2024 Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 256 187 48 19 0 346 0 201 48 353 172 0 Future Volume (veh/h) 256 187 48 19 0 346 0 201 48 353 172 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 1841 0 1856 1856 1856 1856 0 Adj Flow Rate, veh/h 272 199 51 20 0 368 0 214 51 376 183 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 Percent Heavy Veh, % 3 3 3 3 3 4 0 3 3 3 3 0
Cap, veh/h 316 614 157 308 0 688 0 254 60 423 865 0
Arrive On Green 0.18 0.43 0.43 0.20 0.00 0.20 0.00 0.18 0.18 0.24 0.47 0.00 Sat Flow, veh/h 1767 1425 365 1121 0 1560 0 1448 345 1767 1856 0 Grp Volume(v), veh/h 272 0 250 20 0 368 0 0 265 376 183 0 Grp Sat Flow(s),veh/h/ln 1767 0 1790 1121 0 1560 0 0 1793 1767 1856 0 Q Serve(g_s), s 13.1 0.0 8.1 1.3 0.0 15.1 0.0 0.0 12.5 18.0 5.1 0.0 Cycle Q Clear(g_c), s 13.1 0.0 8.1 1.3 0.0 15.1 0.0 0.0 12.5 18.0 5.1 0.0 Prop In Lane 1.00 0.20 1.00 1.00 0.00 0.19 1.00 0.00
Lane Grp Cap(c), veh/h 316 0 772 308 0 688 0 0 314 423 865 0 V/C Ratio(X) 0.86 0.00 0.32 0.07 0.00 0.54 0.00 0.00 0.84 0.89 0.21 0.00 Avail Cap(c_a), veh/h 514 0 1031 344 0 738 0 0 460 675 1280 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 1.00 1.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 35.0 0.0 16.5 28.5 0.0 17.9 0.0 0.0 35.0 32.2 13.9 0.0 Incr Delay (d2), s/veh 8.2 0.0 0.2 0.1 0.0 0.6 0.0 0.0 9.1 8.8 0.1 0.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.2 0.0 3.2 0.3 0.0 5.3 0.0 0.0 6.0 8.5 2.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 43.2 0.0 16.7 28.6 0.0 18.6 0.0 0.0 44.1 41.0 14.0 0.0 LnGrp LOS D B C B D D B
Approach Vol, veh/h 522 388 265 559
Approach Delay, s/veh 30.5 19.1 44.1 32.1
Approach LOS C B D C
Timer - Assigned Phs 1 2 3 4 6 8
Phs Duration (G+Y+Rc), s 20.2 22.1 25.5 19.9 42.3 45.4
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 25.5 20.5 33.5 22.5 50.5 60.5 Max Q Clear Time (g_c+I1), s 15.1 17.1 20.0 14.5 10.1 7.1 Green Ext Time (p_c), s 0.6 0.5 1.0 0.8 1.6 1.1
Intersection Summary
HCM 6th Ctrl Delay, s/veh 30.6
HCM 6th LOS C
4 i*
465
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
15: Merced St. & SR 99 NB Ramps 06/03/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 0 0 0 18 0 186 239 844 0 0 456 312 Future Volume (veh/h) 0 0 0 18 0 186 239 844 0 0 456 312 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1604 1856 1752 1841 1856 0 0 1796 1856 Adj Flow Rate, veh/h 20 0 202 260 917 0 0 496 339
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 20 3 10 4 3 0 0 7 3
Cap, veh/h 27 0 273 328 1181 0 0 651 570
Arrive On Green 0.19 0.00 0.19 0.19 0.64 0.00 0.00 0.36 0.36 Sat Flow, veh/h 143 0 1445 1753 1856 0 0 1796 1572
Grp Volume(v), veh/h 222 0 0 260 917 0 0 496 339
Grp Sat Flow(s),veh/h/ln 1588 0 0 1753 1856 0 0 1796 1572 Q Serve(g_s), s 6.8 0.0 0.0 7.3 18.3 0.0 0.0 12.5 9.0
Cycle Q Clear(g_c), s 6.8 0.0 0.0 7.3 18.3 0.0 0.0 12.5 9.0 Prop In Lane 0.09 0.91 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 300 0 0 328 1181 0 0 651 570
V/C Ratio(X) 0.74 0.00 0.00 0.79 0.78 0.00 0.00 0.76 0.59 Avail Cap(c_a), veh/h 600 0 0 730 2211 0 0 1236 1082
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 19.7 0.0 0.0 20.0 6.7 0.0 0.0 14.5 13.4 Incr Delay (d2), s/veh 3.6 0.0 0.0 4.4 1.1 0.0 0.0 1.9 1.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 0.0 2.9 3.8 0.0 0.0 4.3 2.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 23.3 0.0 0.0 24.4 7.9 0.0 0.0 16.4 14.4 LnGrp LOS C C A B B
Approach Vol, veh/h 222 1177 835
Approach Delay, s/veh 23.3 11.5 15.5
Approach LOS C B B
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 14.2 37.4 14.1 23.2
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 61.5 21.5 35.5
Max Q Clear Time (g_c+I1), s 8.8 20.3 9.3 14.5
Green Ext Time (p_c), s 0.9 8.3 0.6 4.2
Intersection Summary
HCM 6th Ctrl Delay, s/veh 14.2
HCM 6th LOS B
466
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
15: Merced St. & SR 99 NB Ramps 06/03/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 0 0 0 36 6 166 226 574 0 0 455 279 Future Volume (veh/h) 0 0 0 36 6 166 226 574 0 0 455 279 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 1604 1781 1796 1856 0 0 1856 1841 Adj Flow Rate, veh/h 38 6 177 240 611 0 0 484 297
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 4 20 8 7 3 0 0 3 4
Cap, veh/h 49 8 230 305 1141 0 0 645 542
Arrive On Green 0.21 0.21 0.21 0.18 0.61 0.00 0.00 0.35 0.35 Sat Flow, veh/h 239 38 1114 1711 1856 0 0 1856 1560
Grp Volume(v), veh/h 221 0 0 240 611 0 0 484 297
Grp Sat Flow(s),veh/h/ln 1391 0 0 1711 1856 0 0 1856 1560 Q Serve(g_s), s 7.6 0.0 0.0 6.8 9.5 0.0 0.0 11.6 7.7
Cycle Q Clear(g_c), s 7.6 0.0 0.0 6.8 9.5 0.0 0.0 11.6 7.7 Prop In Lane 0.17 0.80 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 288 0 0 305 1141 0 0 645 542
V/C Ratio(X) 0.77 0.00 0.00 0.79 0.54 0.00 0.00 0.75 0.55 Avail Cap(c_a), veh/h 524 0 0 746 2279 0 0 1305 1097
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 18.9 0.0 0.0 19.8 5.6 0.0 0.0 14.5 13.3 Incr Delay (d2), s/veh 4.3 0.0 0.0 4.5 0.4 0.0 0.0 1.8 0.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 0.0 0.0 2.7 2.0 0.0 0.0 4.1 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 23.2 0.0 0.0 24.4 6.0 0.0 0.0 16.3 14.1 LnGrp LOS C C A B B
Approach Vol, veh/h 221 851 781
Approach Delay, s/veh 23.2 11.2 15.5
Approach LOS C B B
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 14.9 35.5 13.5 22.1
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.0 62.0 22.0 35.5
Max Q Clear Time (g_c+I1), s 9.6 11.5 8.8 13.6
Green Ext Time (p_c), s 0.9 4.4 0.5 3.9
Intersection Summary
HCM 6th Ctrl Delay, s/veh 14.4
HCM 6th LOS B
467
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
15: Merced St. & SR 99 NB Ramps 06/03/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 0 0 0 18 0 225 239 844 0 0 462 312 Future Volume (veh/h) 0 0 0 18 0 225 239 844 0 0 462 312 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1604 1856 1752 1841 1856 0 0 1796 1856 Adj Flow Rate, veh/h 20 0 245 260 917 0 0 502 339
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 20 3 10 4 3 0 0 7 3
Cap, veh/h 26 0 314 323 1158 0 0 645 565
Arrive On Green 0.21 0.00 0.21 0.18 0.62 0.00 0.00 0.36 0.36 Sat Flow, veh/h 120 0 1466 1753 1856 0 0 1796 1572
Grp Volume(v), veh/h 265 0 0 260 917 0 0 502 339
Grp Sat Flow(s),veh/h/ln 1586 0 0 1753 1856 0 0 1796 1572 Q Serve(g_s), s 8.8 0.0 0.0 7.9 20.4 0.0 0.0 13.8 9.8
Cycle Q Clear(g_c), s 8.8 0.0 0.0 7.9 20.4 0.0 0.0 13.8 9.8 Prop In Lane 0.08 0.92 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 339 0 0 323 1158 0 0 645 565
V/C Ratio(X) 0.78 0.00 0.00 0.80 0.79 0.00 0.00 0.78 0.60 Avail Cap(c_a), veh/h 585 0 0 646 2019 0 0 1147 1004
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 20.6 0.0 0.0 21.7 7.8 0.0 0.0 15.9 14.6 Incr Delay (d2), s/veh 3.9 0.0 0.0 4.7 1.3 0.0 0.0 2.1 1.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 0.0 0.0 3.2 4.8 0.0 0.0 4.9 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.6 0.0 0.0 26.4 9.0 0.0 0.0 17.9 15.6 LnGrp LOS C C A B B
Approach Vol, veh/h 265 1177 841
Approach Delay, s/veh 24.6 12.9 17.0
Approach LOS C B B
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 16.4 39.2 14.7 24.5
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 20.5 60.5 20.5 35.5
Max Q Clear Time (g_c+I1), s 10.8 22.4 9.9 15.8
Green Ext Time (p_c), s 1.1 8.2 0.5 4.1
Intersection Summary
HCM 6th Ctrl Delay, s/veh 15.7
HCM 6th LOS B
468
Section 7, Item 7D
HCM 6th Signalized Intersection Summary
15: Merced St. & SR 99 NB Ramps 06/03/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 0 0 0 36 6 172 226 574 0 0 488 279 Future Volume (veh/h) 0 0 0 36 6 172 226 574 0 0 488 279 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1841 1604 1781 1796 1856 0 0 1856 1841 Adj Flow Rate, veh/h 38 6 183 240 611 0 0 519 297
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 4 20 8 7 3 0 0 3 4
Cap, veh/h 49 8 234 301 1156 0 0 673 566
Arrive On Green 0.21 0.21 0.21 0.18 0.62 0.00 0.00 0.36 0.36 Sat Flow, veh/h 233 37 1121 1711 1856 0 0 1856 1560
Grp Volume(v), veh/h 227 0 0 240 611 0 0 519 297
Grp Sat Flow(s),veh/h/ln 1390 0 0 1711 1856 0 0 1856 1560 Q Serve(g_s), s 8.3 0.0 0.0 7.2 9.9 0.0 0.0 13.2 8.0
Cycle Q Clear(g_c), s 8.3 0.0 0.0 7.2 9.9 0.0 0.0 13.2 8.0 Prop In Lane 0.17 0.81 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 290 0 0 301 1156 0 0 673 566
V/C Ratio(X) 0.78 0.00 0.00 0.80 0.53 0.00 0.00 0.77 0.52 Avail Cap(c_a), veh/h 507 0 0 656 2134 0 0 1266 1065
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 20.0 0.0 0.0 21.1 5.7 0.0 0.0 15.1 13.4 Incr Delay (d2), s/veh 4.6 0.0 0.0 4.8 0.4 0.0 0.0 1.9 0.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 0.0 0.0 2.9 2.2 0.0 0.0 4.8 2.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 24.6 0.0 0.0 25.9 6.0 0.0 0.0 17.0 14.2 LnGrp LOS C C A B B
Approach Vol, veh/h 227 851 816
Approach Delay, s/veh 24.6 11.6 16.0
Approach LOS C B B
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 15.7 37.8 13.9 23.9
Change Period (Y+Rc), s 4.5 4.5 4.5 4.5
Max Green Setting (Gmax), s 19.5 61.5 20.5 36.5
Max Q Clear Time (g_c+I1), s 10.3 11.9 9.2 15.2
Green Ext Time (p_c), s 0.9 4.3 0.5 4.2
Intersection Summary
HCM 6th Ctrl Delay, s/veh 15.1
HCM 6th LOS B
469
Section 7, Item 7D
INTERSECTION SUMMARY
Site: 101 [HY Plus Project AM (Site Folder: General)]
Output produced by SIDRA INTERSECTION Version: 9.1.4.221 Clovis Ave-SR 99 SB Ramps
Site Category: (None)
Roundabout
Intersection Performance - Hourly Values
Performance Measure Vehicles: All MCs Persons
Travel Speed (Average) km/h 49.7 49.7 km/h
Travel Distance (Total) veh-km/h 1950.2 2340.2 pers-km/h Travel Time (Total) veh-h/h 39.2 47.1 pers-h/h
Desired Speed km/h 65.0
Speed Efficiency 0.76
Travel Time Index 7.39
Congestion Coefficient 1.31
Demand Flows (Total) veh/h 1840 2208 pers/h
Arrival Flows (Total) veh/h 1840
Percent Heavy Vehicles (Demand) % 3.0
Percent Heavy Vehicles (Arrivals) % 3.0
Degree of Saturation 0.648
Practical Spare Capacity % 31.1
Effective Intersection Capacity veh/h 2839
Control Delay (Total) veh-h/h 4.41 5.30 pers-h/h
Control Delay (Average) sec 8.6 8.6 sec
Control Delay (Worst Lane by MC) sec 14.7
Control Delay (Worst Movement by MC) sec 37.9 37.9 sec
Geometric Delay (Average) sec 0.0
Stop-Line Delay (Average) sec 8.6
Idling Time (Average) sec 6.5
Intersection Level of Service (LOS) LOS A
95% Back of Queue - Veh (Worst Lane) veh 6.4
95% Back of Queue - Dist (Worst Lane) m 49.7
Ave. Que Storage Ratio (Worst Lane) 0.04
Effective Stops (Total) veh/h 514 617 pers/h
Effective Stop Rate 0.28 0.28
Proportion Queued 0.31 0.31
Performance Index 50.5 50.5
Cost (Total) $/h 986.42 986.42 $/h
Fuel Consumption (Total) L/h 192.4
Carbon Dioxide (Total) kg/h 455.4
Hydrocarbons (Total) kg/h 0.040
Carbon Monoxide (Total) kg/h 0.56
NOx (Total) kg/h 0.699
Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: Same as Sign Control.
Intersection LOS value for Vehicles is based on average delay for all vehicle movements.
Roundabout Capacity Model: US HCM 6.
Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand effects.
In Network analysis, Arrival Flows will be reduced if Upstream Capacity Constraint exists.
Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model.
Site Model Variability Index (Average value of largest changes in Lane Degrees of Saturation from the third to the last Main (TimingCapacity) Iterations): 0.0 % Number of Iterations: 3 (Maximum: 10)
Largest change in Lane Degrees of Saturation for the last three Flow-Capacity Iterations: 100.0% 0.0% 0.0% Intersection Performance - Annual Values
Performance Measure Vehicles: All MCs Persons
Demand Flows (Total) veh/y 883,304 1,059,965 pers/y
Delay (Total) veh-h/y 2,119 2,543 pers-h/y
470
Section 7, Item 7D
Effective Stops (Total) veh/y 246,616 295,940 pers/y
Travel Distance (Total) veh-km/y 936,087 1,123,304 pers-km/y Travel Time (Total) veh-h/y 18,833 22,599 pers-h/y
Cost (Total) $/y 473,480 473,480 $/y
Fuel Consumption (Total) L/y 92,336
Carbon Dioxide (Total) kg/y 218,604
Hydrocarbons (Total) kg/y 19
Carbon Monoxide (Total) kg/y 269
NOx (Total) kg/y 335
1 Hours per Year: 480 (Site)
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: VRPA TECHNOLOGIES | Licence: PLUS / 1PC | Processed: Tuesday, September 10, 2024 7:57:00 PM Project: C:\Users\jellard\Desktop\Shared Items on VRPA1\Project_NP\Clayton and Goldenstate Blvd Property Rezone\SIDRA\HY Plus Project.sip9
471
Section 7, Item 7D
INTERSECTION SUMMARY
Site: 101 [HY Plus Project PM (Site Folder: General)]
Output produced by SIDRA INTERSECTION Version: 9.1.4.221 Clovis Ave-SR 99 SB Ramps
Site Category: (None)
Roundabout
Intersection Performance - Hourly Values
Performance Measure Vehicles: All MCs Persons
Travel Speed (Average) km/h 49.9 49.9 km/h
Travel Distance (Total) veh-km/h 1945.7 2334.8 pers-km/h Travel Time (Total) veh-h/h 39.0 46.8 pers-h/h
Desired Speed km/h 65.0
Speed Efficiency 0.77
Travel Time Index 7.42
Congestion Coefficient 1.30
Demand Flows (Total) veh/h 1845 2213 pers/h
Arrival Flows (Total) veh/h 1845
Percent Heavy Vehicles (Demand) % 3.0
Percent Heavy Vehicles (Arrivals) % 3.0
Degree of Saturation 0.588
Practical Spare Capacity % 44.6
Effective Intersection Capacity veh/h 3138
Control Delay (Total) veh-h/h 4.53 5.43 pers-h/h
Control Delay (Average) sec 8.8 8.8 sec
Control Delay (Worst Lane by MC) sec 18.6
Control Delay (Worst Movement by MC) sec 44.6 44.6 sec
Geometric Delay (Average) sec 0.0
Stop-Line Delay (Average) sec 8.8
Idling Time (Average) sec 6.4
Intersection Level of Service (LOS) LOS A
95% Back of Queue - Veh (Worst Lane) veh 4.0
95% Back of Queue - Dist (Worst Lane) m 31.4
Ave. Que Storage Ratio (Worst Lane) 0.03
Effective Stops (Total) veh/h 614 736 pers/h
Effective Stop Rate 0.33 0.33
Proportion Queued 0.33 0.33
Performance Index 51.7 51.7
Cost (Total) $/h 979.77 979.77 $/h
Fuel Consumption (Total) L/h 190.9
Carbon Dioxide (Total) kg/h 451.9
Hydrocarbons (Total) kg/h 0.040
Carbon Monoxide (Total) kg/h 0.56
NOx (Total) kg/h 0.695
Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: Same as Sign Control.
Intersection LOS value for Vehicles is based on average delay for all vehicle movements.
Roundabout Capacity Model: US HCM 6.
Delay Model: HCM Delay Formula (Stopline Delay: Geometric Delay is not included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand effects.
In Network analysis, Arrival Flows will be reduced if Upstream Capacity Constraint exists.
Gap-Acceptance Capacity Formula: Siegloch M1 implied by US HCM 6 Roundabout Capacity Model.
Site Model Variability Index (Average value of largest changes in Lane Degrees of Saturation from the third to the last Main (TimingCapacity) Iterations): 0.0 % Number of Iterations: 3 (Maximum: 10)
Largest change in Lane Degrees of Saturation for the last three Flow-Capacity Iterations: 100.0% 0.0% 0.0% Intersection Performance - Annual Values
Performance Measure Vehicles: All MCs Persons
Demand Flows (Total) veh/y 885,391 1,062,470 pers/y
Delay (Total) veh-h/y 2,173 2,608 pers-h/y
472
Section 7, Item 7D
Effective Stops (Total) veh/y 294,596 353,515 pers/y
Travel Distance (Total) veh-km/y 933,921 1,120,705 pers-km/y Travel Time (Total) veh-h/y 18,718 22,461 pers-h/y
Cost (Total) $/y 470,292 470,292 $/y
Fuel Consumption (Total) L/y 91,624
Carbon Dioxide (Total) kg/y 216,927
Hydrocarbons (Total) kg/y 19
Carbon Monoxide (Total) kg/y 268
NOx (Total) kg/y 334
1 Hours per Year: 480 (Site)
SIDRA INTERSECTION 9.1 | Copyright © 2000-2023 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: VRPA TECHNOLOGIES | Licence: PLUS / 1PC | Processed: Tuesday, September 10, 2024 7:57:00 PM Project: C:\Users\jellard\Desktop\Shared Items on VRPA1\Project_NP\Clayton and Goldenstate Blvd Property Rezone\SIDRA\HY Plus Project.sip9
473
Section 7, Item 7D
Queues
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 09/10/2024 Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Lane Group EBL EBT EBR NBL NBT SBL SBT
Lane Group Flow (vph) 32 34 91 6 381 862 303
v/c Ratio 0.14 0.16 0.28 0.02 0.48 0.68 0.13
Control Delay (s/veh) 26.5 26.9 5.5 28.5 21.5 16.9 3.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 26.5 26.9 5.5 28.5 21.5 16.9 3.1
Queue Length 50th (ft) 9 10 0 2 54 112 9
Queue Length 95th (ft) 37 40 22 13 116 206 37
Internal Link Dist (ft) 733 1193 700
Turn Bay Length (ft) 75 150
Base Capacity (vph) 625 583 655 205 1446 2273 2707
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.05 0.06 0.14 0.03 0.26 0.38 0.11
Intersection Summary
474
Section 7, Item 7D
Queues
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/03/2024 Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 2
Lane Group SEL SET NWT NWR NET SWL SWT
Lane Group Flow (vph) 326 160 16 526 368 350 159
v/c Ratio 0.80 0.25 0.19 0.76 0.81 0.80 0.16
Control Delay (s/veh) 53.1 23.5 52.5 27.9 51.8 50.8 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 10.0 0.5
Total Delay (s/veh) 53.1 23.5 52.5 27.9 51.8 60.8 12.6
Queue Length 50th (ft) 208 72 11 224 233 220 50
Queue Length 95th (ft) #354 123 33 364 #396 #367 89
Internal Link Dist (ft) 506 439 364 240
Turn Bay Length (ft) 250 400 50
Base Capacity (vph) 456 901 237 733 494 495 1059
Starvation Cap Reductn 0 0 0 0 0 116 592
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.71 0.18 0.07 0.72 0.74 0.92 0.34
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
475
Section 7, Item 7D
Queues
15: Merced St. & SR 99 NB Ramps 06/03/2024
Horizon Year Without Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 3
Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 222 260 917 496 339
v/c Ratio 0.60 0.61 0.70 0.73 0.41
Control Delay (s/veh) 15.3 30.3 9.0 24.3 3.7
Queue Delay 0.0 0.0 0.6 0.0 0.0
Total Delay (s/veh) 15.3 30.3 9.6 24.3 3.7
Queue Length 50th (ft) 11 81 128 141 0
Queue Length 95th (ft) 80 203 360 323 48
Internal Link Dist (ft) 684 240 772
Turn Bay Length (ft) 50 250
Base Capacity (vph) 636 655 1678 1106 1104
Starvation Cap Reductn 0 14 380 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.35 0.41 0.71 0.45 0.31
Intersection Summary
476
Section 7, Item 7D
Queues
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 09/10/2024 Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Lane Group EBL EBT EBR NBL NBT SBL SBT
Lane Group Flow (vph) 71 73 275 3 341 689 329
v/c Ratio 0.25 0.25 0.56 0.01 0.46 0.64 0.15
Control Delay (s/veh) 22.8 22.7 8.5 27.0 20.7 18.2 4.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 22.8 22.7 8.5 27.0 20.7 18.2 4.9
Queue Length 50th (ft) 17 18 0 1 42 81 12
Queue Length 95th (ft) 61 62 56 9 103 171 53
Internal Link Dist (ft) 733 1193 700
Turn Bay Length (ft) 75 150
Base Capacity (vph) 717 748 828 198 1547 2171 3077
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.10 0.10 0.33 0.02 0.22 0.32 0.11
Intersection Summary
477
Section 7, Item 7D
Queues
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/03/2024 Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 2
Lane Group SEL SET NWT NWR NET SWL SWT
Lane Group Flow (vph) 272 250 20 368 265 339 183
v/c Ratio 0.70 0.38 0.20 0.47 0.69 0.73 0.18
Control Delay (s/veh) 43.9 22.9 49.0 9.6 43.2 41.4 11.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.5 0.1
Total Delay (s/veh) 43.9 22.9 49.0 9.6 43.2 42.0 12.0
Queue Length 50th (ft) 137 94 10 46 129 169 49
Queue Length 95th (ft) 264 187 38 135 258 314 101
Internal Link Dist (ft) 506 439 388 240
Turn Bay Length (ft) 250 400 50
Base Capacity (vph) 565 1126 278 929 521 672 1333
Starvation Cap Reductn 0 0 0 0 0 101 568
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.48 0.22 0.07 0.40 0.51 0.59 0.24
Intersection Summary
478
Section 7, Item 7D
Queues
15: Merced St. & SR 99 NB Ramps 06/03/2024
Horizon Year Without Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 3
Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 221 240 611 484 297
v/c Ratio 0.59 0.59 0.47 0.70 0.38
Control Delay (s/veh) 15.6 29.4 5.6 23.1 3.8
Queue Delay 0.0 0.0 0.2 0.0 0.0
Total Delay (s/veh) 15.6 29.4 5.9 23.1 3.8
Queue Length 50th (ft) 14 72 66 132 0
Queue Length 95th (ft) 85 188 176 310 46
Internal Link Dist (ft) 684 240 772
Turn Bay Length (ft) 50 250
Base Capacity (vph) 651 670 1696 1184 1103
Starvation Cap Reductn 0 14 507 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.34 0.37 0.51 0.41 0.27
Intersection Summary
479
Section 7, Item 7D
Queues
7: Golden St. Blvd. & Clayton Ave 06/03/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Lane Group EBT WBT WBR SET SER NWT
Lane Group Flow (vph) 1 11 33 521 4 948
v/c Ratio 0.00 0.05 0.15 0.20 0.00 0.32
Control Delay (s/veh) 16.0 16.9 9.7 2.2 0.5 2.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 16.0 16.9 9.7 2.2 0.5 2.5
Queue Length 50th (ft) 0 2 0 0 0 0
Queue Length 95th (ft) 3 13 17 41 1 78
Internal Link Dist (ft) 1099 3588 1938 3391
Turn Bay Length (ft) 150 125
Base Capacity (vph) 1168 802 694 2945 1568 3351
Starvation Cap Reductn 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0
Reduced v/c Ratio 0.00 0.01 0.05 0.18 0.00 0.28
Intersection Summary
480
Section 7, Item 7D
Queues
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 09/10/2024 Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 1
Lane Group EBL EBT EBR NBL NBT SBL SBT
Lane Group Flow (vph) 74 75 91 6 381 870 303
v/c Ratio 0.28 0.29 0.26 0.03 0.49 0.69 0.13
Control Delay (s/veh) 28.2 28.6 4.9 30.8 23.2 18.3 3.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 28.2 28.6 4.9 30.8 23.2 18.3 3.6
Queue Length 50th (ft) 23 24 0 2 58 122 11
Queue Length 95th (ft) 73 74 21 14 126 227 41
Internal Link Dist (ft) 733 1193 700
Turn Bay Length (ft) 75 150
Base Capacity (vph) 602 582 635 197 1459 2141 2613
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.12 0.13 0.14 0.03 0.26 0.41 0.12
Intersection Summary
481
Section 7, Item 7D
Queues
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/03/2024 Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 3
Lane Group SEL SET NWT NWR NET SWL SWT
Lane Group Flow (vph) 326 160 16 526 368 357 159
v/c Ratio 0.80 0.26 0.20 0.76 0.81 0.80 0.16
Control Delay (s/veh) 53.5 23.6 52.6 27.7 52.2 51.3 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 12.3 0.5
Total Delay (s/veh) 53.5 23.6 52.6 27.7 52.2 63.6 12.6
Queue Length 50th (ft) 208 72 11 224 233 226 50
Queue Length 95th (ft) #354 123 33 364 #396 #379 89
Internal Link Dist (ft) 506 439 364 240
Turn Bay Length (ft) 250 400 50
Base Capacity (vph) 454 896 236 731 492 493 1054
Starvation Cap Reductn 0 0 0 0 0 115 592
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.72 0.18 0.07 0.72 0.75 0.94 0.34
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
482
Section 7, Item 7D
Queues
15: Merced St. & SR 99 NB Ramps 06/03/2024
Horizon Year Plus Project AM Peak Hour Clayton and GoldenState Property Prezone 8:27 am 02/06/2024 Mitigation Synchro 12 Report VRPA Page 4
Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 265 260 917 502 339
v/c Ratio 0.66 0.64 0.72 0.75 0.42
Control Delay (s/veh) 19.5 33.4 10.9 26.8 3.9
Queue Delay 0.0 0.0 0.7 0.0 0.0
Total Delay (s/veh) 19.5 33.4 11.6 26.8 3.9
Queue Length 50th (ft) 29 90 163 159 0
Queue Length 95th (ft) 115 215 437 348 51
Internal Link Dist (ft) 684 240 772
Turn Bay Length (ft) 50 250
Base Capacity (vph) 634 598 1620 1060 1073
Starvation Cap Reductn 0 9 373 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.42 0.44 0.74 0.47 0.32
Intersection Summary
483
Section 7, Item 7D
Queues
7: Golden St. Blvd. & Clayton Ave 06/03/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Lane Group EBT WBT WBR SET NWT
Lane Group Flow (vph) 4 53 172 1374 676
v/c Ratio 0.01 0.32 0.42 0.66 0.32
Control Delay (s/veh) 20.0 26.3 7.9 7.7 4.6
Queue Delay 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 20.0 26.3 7.9 7.7 4.6
Queue Length 50th (ft) 1 12 0 99 34
Queue Length 95th (ft) 9 49 45 206 74
Internal Link Dist (ft) 1099 3588 1938 1656
Turn Bay Length (ft) 150
Base Capacity (vph) 712 369 710 3098 3082
Starvation Cap Reductn 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.01 0.14 0.24 0.44 0.22
Intersection Summary
484
Section 7, Item 7D
Queues
11: Clovis Ave & Clayton Ave/SR 99 SB On Ramp 09/10/2024 Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 1
Lane Group EBL EBT EBR NBL NBT SBL SBT
Lane Group Flow (vph) 78 79 275 3 341 738 329
v/c Ratio 0.28 0.27 0.56 0.01 0.47 0.66 0.15
Control Delay (s/veh) 24.0 23.7 8.6 28.0 21.6 18.6 4.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay (s/veh) 24.0 23.7 8.6 28.0 21.6 18.6 4.8
Queue Length 50th (ft) 21 21 0 1 44 90 13
Queue Length 95th (ft) 67 68 57 9 106 186 53
Internal Link Dist (ft) 733 1193 700
Turn Bay Length (ft) 75 150
Base Capacity (vph) 697 725 813 193 1439 2178 3042
Starvation Cap Reductn 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.11 0.11 0.34 0.02 0.24 0.34 0.11
Intersection Summary
485
Section 7, Item 7D
Queues
14: Sumner Ave/ Merced St. & Fowler Ave/SR 99 SB Off Ramps 06/03/2024 Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 3
Lane Group SEL SET NWT NWR NET SWL SWT
Lane Group Flow (vph) 272 250 20 368 265 376 183
v/c Ratio 0.71 0.38 0.21 0.47 0.70 0.76 0.18
Control Delay (s/veh) 45.7 24.1 50.3 9.9 45.8 41.7 11.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 1.2 0.2
Total Delay (s/veh) 45.7 24.1 50.3 9.9 45.8 42.9 11.8
Queue Length 50th (ft) 148 104 11 54 140 200 50
Queue Length 95th (ft) 267 190 38 140 #262 345 99
Internal Link Dist (ft) 506 439 388 240
Turn Bay Length (ft) 250 400 50
Base Capacity (vph) 523 1063 267 927 480 687 1308
Starvation Cap Reductn 0 0 0 0 0 141 608
Spillback Cap Reductn 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0
Reduced v/c Ratio 0.52 0.24 0.07 0.40 0.55 0.69 0.26
Intersection Summary
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
486
Section 7, Item 7D
Queues
15: Merced St. & SR 99 NB Ramps 06/03/2024
Horizon Year Plus Project PM Peak Hour Clayton and GoldenState Property Prezone 2:43 pm 02/29/2024 Mitigation Synchro 12 Report VRPA Page 4
Lane Group NWT NEL NET SWT SWR
Lane Group Flow (vph) 227 240 611 519 297
v/c Ratio 0.60 0.60 0.47 0.72 0.37
Control Delay (s/veh) 15.8 30.9 5.5 23.5 3.6
Queue Delay 0.0 0.0 0.3 0.0 0.0
Total Delay (s/veh) 15.8 30.9 5.8 23.5 3.6
Queue Length 50th (ft) 14 75 67 147 0
Queue Length 95th (ft) 85 193 177 329 45
Internal Link Dist (ft) 684 240 772
Turn Bay Length (ft) 50 250
Base Capacity (vph) 655 609 1679 1186 1104
Starvation Cap Reductn 0 6 521 0 0
Spillback Cap Reductn 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0
Reduced v/c Ratio 0.35 0.40 0.53 0.44 0.27
Intersection Summary
487
Section 7, Item 7D
Appendix D – Detailed Collision Data
488
Section 7, Item 7D
= TIJUIC SWITRS GIS Map I 1V I SafeTREC, UC Berkeley @EN Map SWITRS Tools Options Layers Basemaps Print Help Q. 5 U Results
Selected Factors:
Date 01/01/2018-12/31/2022 County Fresno
City All
Result Summary:
15,470 oF 15,770 98.193) crashes mapped
185 crashes selected. Clear Selection
wy.tjAOiO
J
2 4>
£iVa!1bt Fowler
Easton
Fowler SuVvh Canal
E CIr FO
Olewider
I f Z
489
Section 7, Item 7D
S’c. zarc
Number of Crashes by Crash Severity
Crash Severity Count %
Crashes
1 - Fata1 9 4.36%
2 - nj_ n/ ' 5e f- = 16
3 - njl ■Othe r 11 '.sibl e; 53 23.6 %
_ - - (Complaint of Pam 1Q 7 H7.Sui
: v
3 - Inj uFy :C'th er 4 - Inj u n/ (C □ mp lai nt
Visible) of Pain '
1 - Fate
Crash Seventy
♦ - Fata • 5 - Inury (Othe 1' VisiDe■ ® a - iniury i"Compia nt o f z - i'Seve-5. Pain <
490
Section 7, Item 7D
E
:- c _ rc
Number of Crashes by Type of Crash
Type of Crash Count %
-- . jt E’.czsc 0 G 0096
A- Head-On 6 3-24
£ - Sidesvy pe 12 649
C - Pear End 34
D - Broadside 42 Z2.7G9E
E - Hit 0b|ecr 23 15.14%
F - Overturned 4 2.16%
G - ■ 'ehicle Pedestrian 6 3-M«
H - Other 3 ■.62%
135 Crashes
10 c
5°
z CT
■ *>'
z
z
Type ofCrash
® - - - j l Stated L A - nead-Or
# E - Hit Object
® C-Rear B - Sides ±nc 1
,vise
D - Broadside
r--Other
- - Overturned G - verjc e/Pedestna'-
491
Section 7, Item 7D
Ei;.Day of Week and Time
Number of Crashes per Day of Week per Time
185Crashes
25-00 - Unknown 0 0 0 0 0 0 O
□
21:00-23:59 1 2 0 2 2 3 2
18:00-20:59 8 0 2 2 7 5 3 c ■5:00-17:59 7 5 n 6 9 4 1
12:00-14 50 5 3 4 5 3 5 3
09:00-' 1:59 1 5 1 2 2 4 2
10 06:00-08:59 7 3 12 4 4 4 0
03:00-05:59 O □ 0 3 3 2 0 1
00:00-02:59 3 1 1 3 0 4 2
1 - Monday 2 -Tuesday 3- Wednesday 4 -Thursday 5 -Friday 6 - Saturday 7- Sunday 492
Section 7, Item 7D
B\ Tta-y Crasri Factor (
c C-'l '
Number of Crashes by PCF Violation
Crashes
MM i \
PCF Violation
0 CC-U'knc-v. 1
0 Oc -
lTi- ip roper - assing
09 - Aina m i- ?■■=■Rig t c? a.
i - ~ -=F ■:Sigrz 1 =-r £ rrj
D 1 - _-
r
'' : r;c ;r ESz.r; -.c ._ "z=r ;i-= r- L = n Ce Z" - IC rr- ,-r Z'-jc 0 Oj - j -G= _
'e Sceed
0 £>S- rnproper Tumiric
' 1- - =zazz■a■ ■ D
;at zn
0 G
- - _nsa-e _=- e ZFarige
i-Dtrc- -i-u-.t- jr Ze.ZErZZ' a - ;'
493
Section 7, Item 7D
Appendix E – Signal Warrant Worksheets
494
Section 7, Item 7D
LEGEND
X Existing Plus Project AM XPM
X Horizon Year Plus Project AM XPM
SR 99 SB Ramps / Clovis Ave
X Horizon Year Without Project AM XPM
XAM
XPM
XAM
XPM
XAM
XPM
Figure 4C-3. Warrant 3, Peak Hour
600
SCO
2 OR MORE LANES & 2 OR MORE I ANES
4CO
2 OR MORE LANES &1 LANE
300
ANE & 1 LANE
200
100
400 SOO 600 700 800 900 1000 1100 1200 1300 1400 1SOO 1600 1700 1800
MINOR STREET
HIGHER-VOLUME APPROACH ■VPH
S
8 MAJOR STREET— TOTAL OF BOTH APPROACHES—
VEHICLES PER HOUR (VPH)
’Note: 150 vph appbes as I he lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with one lane 495
Section 7, Item 7D
LEGEND
X Horizon Year Plus Project AM XPM
Golden State Blvd / Jefferson Ave
X Horizon Year Without Project AM XPM
XAM
XPM
XAM
XPM
Figure 4C-3. Warrant 3, Peak Hour
600
SCO
2 OR MORE LANES & 2 OR MORE I ANES
4CO
2 OR MORE LANES &1 LANE
300
ANE & 1 LANE
200
100
400 SOO 600 700 800 900 1000 1100 1200 1300 1400 1SOO 1600 1700 1800
MINOR STREET
HIGHER-VOLUME APPROACH ■VPH
S
8 MAJOR STREET— TOTAL OF BOTH APPROACHES—
VEHICLES PER HOUR (VPH)
’Note: 150 vph appbes as I he lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with one lane 496
Section 7, Item 7D
LEGEND
X Horizon Year Plus Project AM XPM
Clovis Ave / Jefferson Ave
X Horizon Year Without Project AM XPM
XAM
X XAM PM
Figure 4C-3. Warrant 3, Peak Hour
600
SCO
2 OR MORE LANES & 2 OR MORE I ANES
4CO
2 OR MORE LANES &1 LANE
300
ANE & 1 LANE
200
100
400 SOO 600 700 800 900 1000 1100 1200 1300 1400 1SOO 1600 1700 1800
MINOR STREET
HIGHER-VOLUME APPROACH ■VPH
S
8 MAJOR STREET— TOTAL OF BOTH APPROACHES—
VEHICLES PER HOUR (VPH)
’Note: 150 vph appbes as I he lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with one lane 497
Section 7, Item 7D
LEGEND
X Horizon Year Plus Project AM XPM
Clovis Ave / Lincoln Ave
X Horizon Year Without Project AM XPM
XAMXPM
Figure 4C-3. Warrant 3, Peak Hour
600
SCO
2 OR MORE LANES & 2 OR MORE I ANES
4CO
2 OR MORE LANES &1 LANE
300
ANE & 1 LANE
200
100
400 SOO 600 700 800 900 1000 1100 1200 1300 1400 1SOO 1600 1700 1800
MINOR STREET
HIGHER-VOLUME APPROACH ■VPH
S
8 MAJOR STREET— TOTAL OF BOTH APPROACHES—
VEHICLES PER HOUR (VPH)
’Note: 150 vph appbes as I he lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with one lane 498
Section 7, Item 7D
LEGEND
X Horizon Year Plus Project AM XPM
Golden State Blvd / Clayton Ave
X Horizon Year Without Project AM XPM
XAM
XPM
XAM
XPM
Figure 4C-3. Warrant 3, Peak Hour
600
SCO
2 OR MORE LANES & 2 OR MORE I ANES
4CO
2 OR MORE LANES &1 LANE
300
ANE & 1 LANE
200
100
400 SOO 600 700 800 900 1000 1100 1200 1300 1400 1SOO 1600 1700 1800
MINOR STREET
HIGHER-VOLUME APPROACH ■VPH
S
8 MAJOR STREET— TOTAL OF BOTH APPROACHES—
VEHICLES PER HOUR (VPH)
’Note: 150 vph appbes as I he lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with one lane 499
Section 7, Item 7D
LEGEND
X Horizon Year Plus Project AM XPM
Clovis Ave / SR 99 NB Ramps
X Horizon Year Without Project AM XPM
X XPM AM XPM
XAM
Figure 4C-3. Warrant 3, Peak Hour
600
SCO
2 OR MORE LANES & 2 OR MORE I ANES
4CO
2 OR MORE LANES &1 LANE
300
ANE & 1 LANE
200
100
400 SOO 600 700 800 900 1000 1100 1200 1300 1400 1SOO 1600 1700 1800
MINOR STREET
HIGHER-VOLUME APPROACH ■VPH
S
8 MAJOR STREET— TOTAL OF BOTH APPROACHES—
VEHICLES PER HOUR (VPH)
’Note: 150 vph appbes as I he lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with one lane 500
Section 7, Item 7D
LEGEND
X Horizon Year Plus Project AM XPM
Merced St / SR 99 SB Off Ramp-Fowler Ave
X Horizon Year Without Project AM XPM
XAM
XPM
PM
Figure 4C-3. Warrant 3, Peak Hour
600
SCO
2 OR MORE LANES & 2 OR MORE I ANES
4CO
2 OR MORE LANES &1 LANE
300
ANE & 1 LANE
200
100
400 SOO 600 700 800 900 1000 1100 1200 1300 1400 1SOO 1600 1700 1800
MINOR STREET
HIGHER-VOLUME APPROACH ■VPH
S
8 MAJOR STREET— TOTAL OF BOTH APPROACHES—
VEHICLES PER HOUR (VPH)
’Note: 150 vph appbes as I he lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with one lane 501
Section 7, Item 7D
LEGEND
X Horizon Year Plus Project AM XPM
Merced St / SR 99 SB NB Ramps
X Horizon Year Without Project AM XPM
XAM
XPM
X AM
PM
Figure 4C-3. Warrant 3, Peak Hour
600
SCO
2 OR MORE LANES & 2 OR MORE I ANES
4CO
2 OR MORE LANES &1 LANE
300
ANE & 1 LANE
200
100
400 SOO 600 700 800 900 1000 1100 1200 1300 1400 1SOO 1600 1700 1800
MINOR STREET
HIGHER-VOLUME APPROACH ■VPH
S
8 MAJOR STREET— TOTAL OF BOTH APPROACHES—
VEHICLES PER HOUR (VPH)
’Note: 150 vph appbes as I he lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with one lane 502
Section 7, Item 7D
503
Section 7, Item 7D
CITY COUNCIL MEETING
REPORT TO THE CITY COUNCIL
DATE: May 20, 2025
FROM: SOO HO PARK, City Engineer
SUBJECT: APPROVE RESOLUTION No. 2785, a resolution directing the City Engineer to initiate and prepare the Engineer’s Report for the City’s Landscaping and Storm Drainage Facilities Maintenance District No. 1 for Fiscal Year 2025-26
EXECUTIVE SUMMARY
The directed Engineer’s Report will determine the appropriate assessment amounts that should be levied for the Landscaping and Storm Drainage Facilities Maintenance Districts No. 1 which are maintained by the City.
BACKGROUND
The City provides for the operations and maintenance of landscaping and storm drainage facilities within various improved developments throughout the City of Fowler. The City’s Landscape and Storm Drainage Facilities Maintenance District No. 1 (“LSDFMD No. 1”) was formed pursuant to the Landscaping and Lighting Act of 1972 (the “Act”) and provides for assessing parcels within these developed areas to fund these maintenance and operations activities.
To initiate this process for the levy of the annual assessment, the City Council must first adopt a resolution ordering the City Engineer to prepare an Engineer’s Report for consideration by the City Council. The Engineer’s Report, which is approved annually by the City Council, describes the improvements to be maintained and the cost and proposed assessments to be levied on properties within LSDFMD No. 1. Approval of the annual assessment levy must be completed by the City Council after conducting a public hearing at a regular meeting, prior to July 15, 2025.
The City Council should approve Resolution No. 2785, ordering the City Engineer to prepare an Engineer’s Report for fiscal year 2025-2026, in accordance with Streets and Highways Code section 22622.
PUBLIC NOTICE
This item does not require a public hearing and was noticed as a part of the City Council Agenda.
504
Section , Item 9A
ENVIRONMENTAL REVIEW
This action does not constitute a “project” pursuant to the California Environmental Quality Act.
GENERAL PLAN CONSISTENCY
This action is consistent with:
General Plan Policy PF-4
Regularly evaluate and update, as necessary, development impact fees and other applicable City fees.
FISCAL IMPACT
The adoption of this resolution has no fiscal impact to the City. The resolution directs the City Engineer to prepare the Engineer’s Report. This is the first step in the process of renewing the of property assessments which fund the Landscaping and Storm Drainage Facilities Maintenance District No. 1.
PROCUREMENT PROCESS
No procurement is associated with this action.
CONFLICT OF INTEREST
Staff is not aware of any conflicts of interest.
Attachments
- Resolution No. 2785 (Initiating Annual Assessment and Ordering Engineer’s Report) 505
Section , Item 9A
RESOLUTION NO. 2785
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FOWLER DIRECTING THE CITY ENGINEER TO INITIATE AND PREPARE THE ENGINEER’S REPORT FOR THE CITY’S LANDSCAPING AND STORM DRAINAGE FACILITIES MAINTENANCE DISTRICT NO. 1
FOR FISCAL YEAR 2025-2026
WHEREAS, pursuant to Part 2 of Division 15 of the Streets and Highways Code, the Landscaping and Lighting Act of 1972, the City Council of the City of Fowler formed the Landscaping and Storm Drainage Facilities Maintenance District No. 1 of the City of Fowler (herein “LSDFMD No. 1”); and
WHEREAS, the City Council did thereafter levy and collect the first assessment and subsequent annual assessments for the maintenance and operation of the landscaping facilities in LSDFMD No. 1; and
WHEREAS, pursuant to Streets and Highways Code section 22622, in order to levy and collect the assessment for the LSDFMD No. 1, it is necessary for the City Engineer to prepare and file a report in accordance with the provisions set forth in Streets and Highways Code section 22565, et seq.; and
WHEREAS, City staff will confirm if there are any new improvements or if there will be any substantial changes to the existing improvements proposed for the LSDFMD No. 1 for Fiscal Year 2024-202.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Fowler that some action has been taken.
1. The City Council hereby designates and orders the City Engineer, to prepare and file an Engineer’s Report with the City Clerk for submission to the City Council, in accordance with sections 22622 and 22585, et seq. of the California Streets and Highways Code, and Section 4 of Article XIIID of the California Constitution for the assessment of the annual levy for LSDFMD No. 1 for Fiscal Year 2025-2026.
PASSED, APPROVED AND ADOPTED this 20th day of May 2025, at a regular meeting of the Fowler City Council by the following vote:
AYES:
NOES:
ABSTAIN: APPROVED:
ABSENT:
___________________________
ATTEST: Juan Mejia, Mayor
___________________________
Angela Vasquez, City Clerk
506
Section , Item 9A