Agenda packet — St. Helena City Council, May 5, 2026 (part 3 of 7)

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0
8:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
8:30 AM 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 8:00 AM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
7:15 AM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
7:00 AM 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
96 0
Interval
Start
N/A Hunt Ave Main St Main St
15-min
Total
Rolling
One Hour Eastbound
0 2 0 0 0 0 44 2 0 0 48 0
3 71 0 163 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 4 0 1 0 0 81 3 0
0 0 0 0 0 0 10 1 0 0 10 0 21 96
0 13 0 24 92
8:45 AM 0 0 0 0
0 0 0 9 1 0
26 84
8:30 AM 0 0 0 0 0 1 0
0 0 0 0 0 0 14 0 0 0 12 0
0 13 0 25 79
8:15 AM 0 0 0 0
0 0 0 11 0 0
17 67
8:00 AM 0 0 0 0 0 1 0
0 1 0 1 0 0 10 0 0 0 5 0
2 6 0 16 0
7:45 AM 0 0 0 0
0 0 0 8 0 0
21 0
7:30 AM 0 0 0 0 0 0 0
0 1 0 0 0 0 12 0 0 1 7 0
0 5 0 13 0
7:15 AM 0 0 0 0
0 0 0 7 1 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
N/A Hunt Ave Main St Main St
15-min
Total
Rolling
One Hour Eastbound Westbound
Project Manager: (415) 310-6469 [email protected]

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to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
57 73
65 80
54 34
64 55
482
0 0 0 72 108 0 53 233
1 113
Peak Hr 0 0 10 11 21 0 0
Count Total 0 1 18 31 50 0 0 0 0 0 155 213
5:45 PM 0 0 0 1 1 0 0 0 0 0 17 21 0 17
0 0 26 23 0 15
5 5:30 PM 0 0 3 8 11 0 0 0
0 0 0 4 25 0
0 12
5:15 PM 0 0 3 2 5 0 0
0 0 0 0 17 25
25 0 20
5:00 PM 0 0 0 2 2 0
0 0 0 0 0 35
33 0 16
15 4:30 PM 0 0 6 1 7 0 0 0
0 0 0 23 35 0
8 9 0
EB WB NB SB Total East
4:45 PM 0 0 1 6 7
0 0 16
HV% - - - - - 0% - 2%
1 13
4:15 PM 0 0 5 3 8 0 0
0 0 0 0 17 26
West North South
4:00 PM 0 1 0
0 0 0 26 0 24 1 0 449 79 1 25 488
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 3% 0% 0% 2% - 2%
Peak
Hour
All 0 0 0
43 1 0 881 160 2
0 0 0 0 8 2 0 0 11 0 21 0
0 1,093 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 58 0 45 898 0 2,088 0
0 9 0 5 0 0 97 28 1 3 95 0 238 1,051
8 96 0 237 1,075
5:45 PM 0 0 0 0
2 0 0 107 17 0
300 1,093
5:30 PM 0 0 0 0 0 7 0
0 8 0 7 0 0 112 18 0 8 147 0
8 130 0 276 1,035
5:15 PM 0 0 0 0
7 0 0 106 19 0
262 1,037
5:00 PM 0 0 0 0 0 6 0
0 9 0 6 0 0 113 26 0 5 103 0
4 108 0 255 0
4:45 PM 0 0 0 0
4 1 0 118 16 1
242 0
4:30 PM 0 0 0 0 0 3 0
0 6 0 6 0 0 106 17 0 4 103 0
5 116 0 278 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 10 0 6 0 0 122 19 0
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
N/A Hunt Ave Main St Main St
15-min
Total

UT LT TH RT
SB 2.1% 0.83
TOTAL 1.9% 0.91

UT LT TH RT UT LT TH RT
WB 0.0% 0.83
NB 1.9% 0.95
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB - -
Date: 04/18/2024
N Peak Hour Count Period: 4:00 PM 6:00 PM
Main St
Hunt Ave
Hunt Ave
Main St
Main St
TEV: 1,093
PHF: 0.91
488
25 514
474
1 24
26 50
104
0 79
449
515
529
1 00 0
0 0
0 0
53 108
72 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:30 PM 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
4:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
4:00 PM 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
21 0
Interval
Start
N/A Hunt Ave Main St Main St
15-min
Total
Rolling
One Hour Eastbound
0 0 0 0 0 0 8 2 0 0 11 0
3 28 0 50 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 1 0 0 0 0 16 2 0
0 0 0 0 0 0 0 0 0 0 1 0 1 19
2 6 0 11 25
5:45 PM 0 0 0 0
0 0 0 3 0 0
5 21
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 1 0 0 2 0
0 2 0 2 24
5:15 PM 0 0 0 0
0 0 0 0 0 0
7 31
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0 0 6 0
0 1 0 7 0
4:45 PM 0 0 0 0
0 0 0 6 0 0
8 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 5 0 0 1 2 0
0 8 0 9 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 0 0 0 1 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
N/A Hunt Ave Main St Main St
15-min
Total
Rolling
One Hour Eastbound Westbound
Project Manager: (415) 310-6469 [email protected]

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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
118
121
82 130
152
162
154
216
1,135
1 0 1 301 208 3 172 684
5 281
Peak Hr 0 0 7 10 17 0 0
Count Total 0 1 13 20 34 0 0 1 1 2 478 371
1:45 PM 0 0 1 1 2 0 0 1 0 1 79 81 0 56
0 0 78 44 0 32
46 1:30 PM 0 0 1 4 5 0 0 0
0 0 0 81 32 3
0 38
1:15 PM 0 0 3 0 3 0 0
0 0 0 0 63 51
48 0 37
1:00 PM 0 0 2 5 7 0
0 0 0 0 0 45
25 0 20
31 12:30 PM 0 1 1 1 3 0 0 0
0 0 0 61 29 0
4 7 0
EB WB NB SB Total East
12:45 PM 0 0 0 1 1
1 1 37
HV% - - - - - - - 1%
2 21
12:15 PM 0 0 2 4 6 0 0
0 0 0 0 34 61
West North South
12:00 PM 0 0 3
0 0 0 15 0 19 0 0 467 58 1 20 515
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% - 0% 2% 0% 0% 2% - 2%
Peak
Hour
All 0 0 0
36 1 0 930 112 2
0 0 0 0 6 1 0 0 10 0 17 0
0 1,095 0
HV 0 0 0 0 0
Count Total 0 0 0 0 0 31 0 37 1,007 0 2,156 0
0 7 0 6 0 0 119 15 0 6 124 0 277 1,095
3 125 0 270 1,079
1:45 PM 0 0 0 0
4 0 0 121 14 1
274 1,067
1:30 PM 0 0 0 0 0 2 0
0 2 0 5 0 0 115 12 0 9 131 0
2 135 0 274 1,060
1:15 PM 0 0 0 0
4 0 0 112 17 0
261 1,061
1:00 PM 0 0 0 0 0 4 0
0 7 0 2 1 0 119 10 0 7 115 0
1 125 0 258 0
12:45 PM 0 0 0 0
4 0 0 109 14 1
267 0
12:30 PM 0 0 0 0 0 4 0
0 3 0 7 0 0 108 15 0 7 127 0
2 125 0 275 0
12:15 PM 0 0 0 0
12:00 PM 0 0 0 0 0 2 0 4 0 0 127 15 0
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
N/A Hunt Ave Main St Main St
15-min
Total

UT LT TH RT
SB 1.9% 0.96
TOTAL 1.6% 0.99

UT LT TH RT UT LT TH RT
WB 0.0% 0.65
NB 1.3% 0.97
Peak Hour: 1:00 PM 2:00 PM
HV %: PHF
EB - -
Date: 04/20/2024
N Peak Hour Count Period: 12:00 PM 2:00 PM
Main St
Hunt Ave
Hunt Ave
Main St
Main St
TEV: 1,095
PHF: 0.99
515
20 536
487
1 19
15 34
78 0
58 467
530
525
0 00 1
0 0
0 3
172
208
301
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Peak Hour 0 0 0 0 0 0 0 1 0 0 0 0 1 0
Count Total 0 0 0 0 0 0 0 1 0 0 1 0 2 0
1 0 0 0 0 1 1
0 0
1:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 1
1:30 PM 0 0 0 0 0 0
1:15 PM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 1
1 1:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 0
12:45 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 0 0
12:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
12:15 PM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
12:00 PM 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
17 0
Interval
Start
N/A Hunt Ave Main St Main St
15-min
Total
Rolling
One Hour Eastbound
0 0 0 0 0 0 6 1 0 0 10 0
0 20 0 34 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 1 0 0 12 1 0
0 0 0 0 0 0 1 0 0 0 1 0 2 17
0 4 0 5 16
1:45 PM 0 0 0 0
0 0 0 1 0 0
3 14
1:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 3 0 0 0 0 0
0 5 0 7 17
1:15 PM 0 0 0 0
0 0 0 1 1 0
1 17
1:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 1 0 3 0
12:45 PM 0 0 0 0
1 0 0 1 0 0
6 0
12:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 4 0
0 4 0 7 0
12:15 PM 0 0 0 0
0 0 0 3 0 0
TH RT
12:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
N/A Hunt Ave Main St Main St
15-min
Total
Rolling
One Hour Eastbound Westbound
Project Manager: (415) 310-6469 [email protected]

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TOTAL 1.7% 0.80
SB 2.5% 0.63
NEB 10.0% 0.83
WB 0.6% 0.82
NB 1.2% 0.85
HV %: PHF
EB 2.2% 0.82
Peak Hour
Peak Hour: 8:00 AM to 9:00 AM
Date: 04/18/2024
Count Period: 7:00 AM to 9:00 AM
N
461 TEV:

0.80 PHF:

Railroad Ave
Hunt Ave
92 39
47 0
37 4
4 3
120
202
28 072
15 5
4 139
154
0 32
1 20
101
4 1
Hunt Ave
85 68
16 0
1 3
1962
1 Hunt Ave
Church St
0 Railroad Ave
0 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries
0 0
0 461
430
371
285
211
0 0
0 0
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. 0 2 4 3 4 16 14
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) 18 1 6 10 7 28
0 0 1 1 2 4 0 0 0 0
0 1 1 3 2
3 0 0 0 0 3 2 1 4 4
0 0 1 0 0
1 3 3 5 5
1 1 0 0 0 1 0 1 8 6
3 0 0 1 0 0 1
1 0
2 0 1 0 0 0 1 0 5 5
Total EB WB NB NEB SB
0 0
South
0 - 0% 50% 0% 0%
0 4 3 2 7
0 3 2 1 4
0 0 1 0 0
0 1 1 1 0
0 1 0 0
0 1 0 0 1
0 1 1 0 1
0 0 0 0 2

UT HL BL BR HR
0 0 0 0 0
0 1 0 1 1
0 0 0 0 2
0 90 37 6 18
0 72 28 5 15
0 0 0 0 3
- 0% 0% 0% 20%
1 0 11 4 0 1
0 9
0 19 6 0 3
0 12 9 2 3
4 6 82 28
0 3 1 62 19
0% 0%
Southbound
Railroad Ave

UT LT TH BR RT
0 1 2 1 0
0 4 3 0 1
0 2 0 0
0 1 1 12 4
0 0 0 14 4
0 1 0 20 3
0 1 0 16 8
RT
0 0 1 5 2
0 1 2 2 3
0 0 0 3 2
0 0 2 10 2
0 53 2 36 134
0 32 1 20 101
3 0 1 5
0 5 0 7 4
0 4 1 3 7
0 9 0 5 17
0 8 0 2 35
0 9 0 6 32
0 7 10 0 1
0 13 12 1 2
0 11 13 2 1
0 6 12 1 0
5 10 1 3
Interval Start

UT LT TH RT HR
0 2 4 0
Eastbound
Hunt Ave Hunt Ave
Westbound

UT LT BL TH RT
0 Northbound
Church St

UT HL LT TH
7:45 AM
7:30 AM
58 27
7:15 AM
0 1 9 13 0 0
0 5
144
101
8:15 AM
8:00 AM
81 3 1 5
0 32 10 2 4
0 13 0 2
0 7:00 AM
112
104
8:45 AM
8:30 AM 0 3 1 9 10
0 12 0 3 24
HV
672
Hour
Peak
All
Count Total 1 58 87 5 9
0 37 47 4 4
0 1 1 0
2%
0 1 0 0 0
- 3% 0% 0% 0% 0%
0 Interval
8 HV%
0 - 3% 2% 0% 0%
0 1 0 0 0
- 33%
7:00 AM 1 0 0 0 0
Total Start EB WB NB SB NEB East West North
7:15 AM 1 0 0 1 0
0 7:30 AM 2 1 0 0 0
1 0 1 0
1 0 0 0 0 1 2 0
7:45 AM 0 3 0 1 0
1 0
8:00 AM 0 0 0 1 0
0 8:15 AM 0 0 0 0 0
1 0
4 0 0 0 0
8:30 AM 1 0 1 1 0
1 0
8:45 AM 1 1 0 1 1
0 0
0 0
Count Total 6 5 1 5 1 2 1 0
8 1 1 0 Peak Hr 2 1 1 3 1
4 0
41 77 26
11 4
16 17
7 14
4 461
45 Hour
15-min
Total
Rolling
One
Southwest Total
4 2
Driveway
Northeastbound
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
0 0
8 8
8 10
10 0
0 0
Two-Hour Count Summaries - Bikes
0 0
2 2
3 3
2 0
0 0
0 0 0 0 0
0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 0 0 0 0 0 2 0 0 0 1 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 0
0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
1 1 0 1 0 0 1 0 0 0 0 0 0 1 0

LT TH RT LT BL TH HL LT TH LT TH BR HL BL BR UT HR
3 2 0 2 0 3 1 0 0 0 2 0 0 1 0
1 0 0 0 0 0 1 0 0 0 0 0 0 0 0
0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0
0 0 0 0 0 0 0 0 0 0 1 0 0 0 0
1 1 0 1 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0

RT UT RT UT RT
0 0 0 0
UT
0 Interval Start
UT HR
15-min
Total
3 Hunt Ave Hunt Ave Church St Railroad Ave Driveway

HL BL BR
1 0 0
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One LT TH RT LT BL TH HL LT TH LT TH BR Hour
7:00 AM 0 0 0
UT HR
0 0
1 7:15 AM 1
0 0 0
2 7:30 AM 0 0
0 0 0 0 0 0 0
0 0 0 0 0
0 0
7:45 AM 0 0 0
0 0
0 0
4 8:00 AM 0
0 0 0
1 0 0 0 0 0 3 0 0 0 0 1 0 0 0 0
0 0
0 0
0 1 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0
0 8:30 AM 0 0 0
0 0
0 0
3 8:45 AM 0
0 1 0
4 0 1 0 0 0 0 0
8:15 AM
0 0 0 0 Count Total 1 0 0
0 0
17 Peak Hour 0
0 3 0
8 Interval Start
Hunt Ave Hunt Ave Church St Railroad Ave Driveway
0 3 0 0 0 0 0
RT UT
15-min
Total
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One UT
7:00 AM 0
Hour HR RT UT RT UT
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 AM 0 0 0
0 0 0
1 0 0 0
0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 1 1
0 0 0 0
0 7:45 AM 0 0 0
0 0 0 0 0
8:00 AM 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0
1 8:15 AM 0 0 0
0 0 0
1 0 0 0
0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
8:45 AM 0 0 0
0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 0 2 0
4 0 0 Count Total 0
Peak Hour 0
Project Manager: (415) 310-6469 [email protected]

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TOTAL 1.7% 0.90
SB 1.4% 0.80
NEB 22.2% 0.75
WB 0.0% 0.84
NB 2.2% 0.79
HV %: PHF
EB 2.0% 0.88
Peak Hour
Peak Hour: 4:00 PM to 5:00 PM
Date: 04/18/2024
Count Period: 4:00 PM to 6:00 PM
N
472 TEV:

0.90 PHF:

Railroad Ave
Hunt Ave
98 49
59 3
10 24
2 12
148
127
54 070
19 5
20 167
128
0 51
4 20
53 0
0 Hunt Ave
89 117
7 0
5 1
3647
1 Hunt Ave
Church St
1 Railroad Ave
2 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries
0 0
0 431
470
463
472
472
0 0
0 0
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. 1 5 0 12 20 7 15
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) 13 1 3 22 43 24
1 2 8 8 10 2 0 0 0 0
2 2 4 5 6
2 0 0 0 0 0 2 10 3 4
1 0 0 1 0
0 3 5 2 6
0 1 0 0 0 0 4 1 1 2
0 0 1 0 0 0 3
1 1
3 0 0 0 0 0 2 3 1 5
Total EB WB NB NEB SB
2 0
South
2 - 100% 0% 0% 0%
0 4 4 6 5
0 2 3 2 2
0 2 0 0 0
0 0 0 0 0
0 2 1 0
0 0 1 1 1
0 2 0 1 0
0 0 0 2 2

UT HL BL BR HR
0 1 0 0 0
0 1 1 1 0
0 0 0 0 2
2 132 101 5 34
0 70 54 5 19
0 0 0 2 0
- 0% 0% 40% 0%
1 0 14 13 1 9
0 19
0 11 15 0 4
1 14 5 0 4
2 8 76 59
0 1 5 47 36
2% 0%
Southbound
Railroad Ave

UT LT TH BR RT
0 22 17 2 5
0 18 15 2 4
0 16 9 0
0 0 2 8 7
0 1 0 9 5
0 0 0 8 5
0 0 1 4 6
RT
0 0 3 9 7
0 0 1 15 8
0 0 0 8 10
0 1 1 15 11
0 94 6 54 102
0 51 4 20 53
17 1 5 15
0 12 1 7 13
0 8 0 4 10
0 14 2 4 15
0 10 2 9 20
0 14 0 13 11
0 6 22 0 0
0 2 18 5 1
0 6 16 2 1
2 13 16 1 0
9 16 2 0
Interval Start

UT LT TH RT HR
0 8 15 2
Eastbound
Hunt Ave Hunt Ave
Westbound

UT LT BL TH RT
0 Northbound
Church St

UT HL LT TH
4:45 PM
4:30 PM
123
129
4:15 PM
0 1 3 14 4 2
1 4
114
129
5:15 PM
5:00 PM
131
16 0 5
1 18 11 0 2
0 14 2 0
1 4:00 PM
92 96
5:45 PM
5:30 PM 0 11 0 4 9
0 8 0 8 9
HV
903
Hour
Peak
All
Count Total 5 51 131 18 4
3 24 59 10 2
0 1 1 0
2%
0 0 0 0 0
- 0% 0% 0% 0% 20%
0 Interval
8 HV%
0 0% 4% 2% 0% 0%
0 0 1 1 0
- 0%
4:00 PM 0 0 1 2 1
Total Start EB WB NB SB NEB East West North
4:15 PM 1 0 1 0 1
1 4:30 PM 0 0 0 0 0
2 0 1 5
4 0 0 0 1 0 6 7
4:45 PM 1 0 0 0 0
1 0
5:00 PM 0 0 0 0 0
1 5:15 PM 1 0 0 0 0
2 1
1 0 0 1 0
5:30 PM 2 0 0 0 0
1 0
5:45 PM 0 2 0 0 0
1 1
0 0
Count Total 5 2 2 2 2 1 2 1
8 0 1 1 Peak Hr 2 0 2 2 2
9 4
54 129 37
16 12
11 8
29 19
19 472
89 Hour
15-min
Total
Rolling
One
Southwest
15 Total
3 Driveway
Northeastbound
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
0 0
5 4
2 4
8 0
0 0
Two-Hour Count Summaries - Bikes
0 0
4 5
5 6
5 0
0 0
0 0 1 0 0
0 0 0 0 0 0 1 0 0 0 0 1 1 1 0 0 1 0
0 1 0 1 0 0 0 0 0 0 2 0 0 2 2 0 0
0 0 0 0 0 0 0 0
0 0 0 1 0 0 0 0 0 0 0 0
0 1 0 0 0 0
0 0
0 0
0 0 0 0 0 1 0 0 0 0 0 0 0 0
0 1 0 0 0 0 0 0 0 1 0 0 0 0 0
0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0
1 1 0 0 0 0 0 1 1 0 0 2 2 0 0

LT TH RT LT BL TH HL LT TH LT TH BR HL BL BR UT HR
1 4 0 2 0 0 0 1 1 0 0 2 2 0 0
0 2 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0
0 1 0 0 0 0 0 0 1 0 0 0 1 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 0 0 0 2 1 0 0

RT UT RT UT RT
0 0 0 0
UT
0 Interval Start
UT HR
15-min
Total
0 Hunt Ave Hunt Ave Church St Railroad Ave Driveway

HL BL BR
0 0 0
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One LT TH RT LT BL TH HL LT TH LT TH BR Hour
4:00 PM 0 0 0
UT HR
0 0
4 4:15 PM 0
0 0 0
3 4:30 PM 0 0
0 0 0 0 0 0 0
0 0 0 0 0
0 0
4:45 PM 0 0 0
0 0
0 0
1 5:00 PM 0
0 0 0
0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0
0 0
0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 1 0 0 0 0 0 0 0 0 0
0 0
1 5:30 PM 0 0 0
0 0
0 0
2 5:45 PM 0
0 0 0
2 0 0 0 0 0 0 0
5:15 PM
0 0 0 0 Count Total 0 0 0
0 0
13 Peak Hour 0
0 0 0
8 Interval Start
Hunt Ave Hunt Ave Church St Railroad Ave Driveway
0 0 0 0 0 0 0
RT UT
15-min
Total
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One UT
4:00 PM 0
Hour HR RT UT RT UT
0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1
4:15 PM 0 0 0
0 0 0
2 0 0 0
0 0 0 0 4:30 PM 0 0 0 0 1 0 0 0 0 0 1
0 0 0 0
0 4:45 PM 0 0 0
0 0 0 0 0
5:00 PM 0
1 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0
2 5:15 PM 0 0 0
0 0 0
1 0 0 0
0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 1
0 0 0 0 0
5:45 PM 0 0 0
0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 5 0
9 0 0 Count Total 0
Peak Hour 0
Project Manager: (415) 310-6469 [email protected]

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TOTAL 1.6% 0.94
SB 1.2% 0.88
NEB 25.0% 0.67
WB 0.0% 0.81
NB 2.2% 0.96
HV %: PHF
EB 1.3% 0.76
Peak Hour
Peak Hour: 12:45 PM to 1:45 PM
Date: 04/20/2024
Count Period: 12:00 PM to 2:00 PM
N
305 TEV:

0.94 PHF:

Railroad Ave
Hunt Ave
76 32
32 1
13 28
2 5
84 95
27 044
11 2
17 91
104
0 24
2 17
48 3
0 Hunt Ave
46 67
21 0
3 1
2616
2 Hunt Ave
Church St
0 Railroad Ave
2 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries
0 0
0 293
305
297
289
276
0 0
0 0
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. 0 4 3 5 17 21 28
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) 7 0 6 14 39 27
0 3 7 3 3 0 0 0 0 0
1 0 8 4 4
1 0 0 0 0 2 5 4 1 0
1 0 0 0 0
0 0 3 16 24
2 0 2 0 0 0 0 2 0 0
2 0 0 0 0 0 1
0 4
0 0 0 0 0 2 2 8 2 5
Total EB WB NB NEB SB
0 0
South
2 - - 67% 0% 0%
0 3 7 5 8
0 0 3 2 3
0 0 2 0 0
0 1 0 0 0
0 1 1 1
0 0 0 0 2
0 0 2 1 0
0 0 0 0 0

UT HL BL BR HR
0 0 0 2 2
0 1 2 0 3
0 1 2 1 0
0 66 46 6 23
0 44 27 2 11
0 0 0 1 0
- 0% 0% 50% 0%
3 0 13 8 0 3
0 7
0 14 5 0 1
0 6 10 1 4
5 9 35 44
0 1 3 16 26
0% 4%
Southbound
Railroad Ave

UT LT TH BR RT
0 6 2 1 2
0 4 5 2 3
0 6 2 0
0 0 0 5 6
0 0 2 6 3
0 0 1 3 8
0 0 2 6 8
RT
0 2 1 5 1
0 1 2 4 5
0 1 1 4 4
0 1 0 2 9
0 50 3 40 74
0 24 2 17 48
6 1 4 8
0 9 0 5 4
0 6 0 9 4
0 6 2 6 11
0 8 0 4 16
0 5 0 4 8
0 3 11 2 1
1 10 8 6 0
0 7 8 1 1
1 4 1 4 1
8 5 4 0
Interval Start

UT LT TH RT HR
2 4 8 2
Eastbound
Hunt Ave Hunt Ave
Westbound

UT LT BL TH RT
0 Northbound
Church St

UT HL LT TH
12:45 PM
12:30 PM
72 61
12:15 PM
2 0 7 11 1 3
2 5
80 74
1:15 PM
1:00 PM
81 4 2 3
0 10 10 0 4
0 7 2 2
0 12:00 PM
69 70
1:45 PM
1:30 PM 0 5 0 3 13
0 5 0 5 10
HV
569
Hour
Peak
All
Count Total 6 48 59 22 10
1 28 32 13 2
0 0 1 0
2%
0 0 0 0 0
- 0% 0% 0% 0% 0%
0 Interval
5 HV%
0 0% 0% 3% 0% 0%
0 0 0 0 1
- 0%
12:00 PM 0 0 0 0 0
Total Start EB WB NB SB NEB East West North
12:15 PM 0 0 0 0 0
1 12:30 PM 0 1 1 0 0
0 0 1 3
0 0 1 0 0 1 3 4
12:45 PM 0 0 0 0 1
0 0
1:00 PM 1 0 0 1 0
0 1:15 PM 0 0 0 0 1
2 0
1 0 0 0 0
1:30 PM 0 0 1 0 0
2 2
1:45 PM 0 0 0 0 0
0 0
0 0
Count Total 1 1 2 1 2 3 0 0
5 0 2 0 Peak Hr 1 0 1 1 2
5 2
74 128 42
19 7
43 2
16 12
17 305
62 Hour
15-min
Total
Rolling
One
Southwest
12 Total
2 Driveway
Northeastbound
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
0 0
4 5
6 5
3 0
0 0
Two-Hour Count Summaries - Bikes
0 0
4 4
4 2
1 0
0 0
0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0
0 0 0 0 0 0 3 0 0 0 0 0 0 1 1 0 0
0 0 0 0 0 0 0 0
0 0 0 0 1 1 0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 1 0 0 0 0 0 0 0 0 0 1 0 2 0

LT TH RT LT BL TH HL LT TH LT TH BR HL BL BR UT HR
0 1 0 0 0 1 1 0 0 0 0 1 0 2 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 1 0 0 0
0 0 0 0
0 1 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 1 1 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0

RT UT RT UT RT
0 0 0 0
UT
0 Interval Start
UT HR
15-min
Total
2 Hunt Ave Hunt Ave Church St Railroad Ave Driveway

HL BL BR
0 0 0
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One LT TH RT LT BL TH HL LT TH LT TH BR Hour
12:00 PM 0 0 0
UT HR
0 0
0 12:15 PM 0
0 0 0
0 12:30 PM 0 0
0 0 0 0 0 0 0
0 0 0 0 0
0 0
12:45 PM 0 0 0
0 0
0 0
1 1:00 PM 0
0 0 0
2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
0 1
0 0
0 0 0 0 0 0 0
0 0 0 0 0 0
1 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0
1 1:30 PM 0 0 0
0 0
0 0
1 1:45 PM 0
0 0 0
0 0 0 0 0 0 0 0
1:15 PM
1 0 0 0 Count Total 0 0 0
0 0
7 Peak Hour 0
0 0 0
5 Interval Start
Hunt Ave Hunt Ave Church St Railroad Ave Driveway
0 0 0 1 0 0 0
RT UT
15-min
Total
Rolling
Eastbound Westbound Northbound Southbound Northeastbound One UT
12:00 PM 0
Hour HR RT UT RT UT
0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0
12:15 PM 0 0 0
0 0 0
0 0 0 0
0 0 0 0 12:30 PM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 12:45 PM 0 0 0
0 0 0 0 0
1:00 PM 0
0 0 0 0 0 0
0 0 2 0 0 0
0 0 0 0 0 0
0 0
2 1:15 PM 0 0 0
0 0 0
2 0 0 0
0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
1:45 PM 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 4 0
5 0 0 Count Total 0
Peak Hour 0
Project Manager: (415) 310-6469 [email protected]

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to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
0 2
0 0
1 3
2 1
9 0 0 0 0 1 3 3 7
3 5
Peak Hour 0 5 1 2 8 0 0
Count Total 0 6 2 4 12 0 0 0 0 0 0 1
8:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 1 0
0 0 0 0 2 0
2 8:30 AM 0 0 0 0 0 0 0 0
0 0 0 0 1 0
0 1
8:15 AM 0 2 1 2 5 0 0
0 0 0 0 0 0
0 0 0
8:00 AM 0 2 0 0 2 0
0 0 0 0 0 0
0 0 0
2 7:30 AM 0 0 1 0 1 0 0 0
0 0 0 0 0 0
1 2 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
0 0 0
HV% - 0% 0% - - - - 0%
0 0
7:15 AM 0 0 0 1 1 0 0
0 0 0 0 0 0
West North South
7:00 AM 0 1 0
0 0 0 0 27 44 0 0 3 1 1 105 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- 4% 9% 100% 0% 1% 100% 0% 3%
Peak
Hour
All 0 23 17
76 0 0 3 2 1
1 4 0 0 0 1 0 1 1 0 8 0
7 229 0
HV 0 0 0 0 0
Count Total 0 33 26 0 0 0 39 155 1 8 344 0
0 0 5 14 0 0 0 0 0 25 0 4 56 229
34 0 1 62 211
8:45 AM 0 4 4 0
8 0 0 3 0 1
66 180
8:30 AM 0 6 2 0 0 0 7
0 0 4 12 0 0 0 1 0 34 1 2
12 0 0 45 139
8:15 AM 0 6 6 0
10 0 0 0 0 0
38 115
8:00 AM 0 7 5 0 0 0 11
0 0 4 15 0 0 0 0 0 16 0 0
13 0 1 31 0
7:45 AM 0 1 2 0
7 0 0 0 1 0
25 0
7:30 AM 0 7 1 0 0 0 1
0 0 4 6 0 0 0 0 0 9 0 0
12 0 0 21 0
7:15 AM 0 2 4 0
7:00 AM 0 0 2 0 0 0 3 4 0 0 0 0 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Mitchell Dr Mitchell Dr Driveway Oak Ave
15-min
Total

UT LT TH RT
Date: 04/18/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.8% 0.77
TOTAL 3.5% 0.87
TH RT
WB 7.0% 0.85
NB 25.0% 0.33
Peak Hour: 8:00 AM 9:00 AM
HV %: PHF
EB 0.0% 0.83
0 0
0 0
00 00
0 0
0 0
3 3
1 0
N
Oak Ave
Mitchell Dr
Mitchell Dr
Driveway
Mitchell Dr Oak Ave
TEV: 229
PHF: 0.87
7 1
105
114
71 1
44 27
0 71
123
0 0
31 1
4 0
0 17
23 40
34 0
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
8:45 AM
0 0 0 0
0 8:30 AM
0 0 0 0 0 0 0
0 0
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
8 0
Interval
Start
Mitchell Dr Mitchell Dr Driveway Oak Ave
15-min
Total
Rolling
One Hour
0 0 1 4 0 0 0 1 0 1 1 0

LT TH RT RT LT TH RT
3 1 0 12 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 1 5 0 0 0 2 0
0 0 0 1 0 0 0 0 0 0 0 0 1 8
0 0 0 0 7
8:45 AM 0 0 0 0
0 0 0 0 0 0
5 8
8:30 AM 0 0 0 0 0 0 0
0 0 0 2 0 0 0 1 0 1 1 0
0 0 0 2 4
8:15 AM 0 0 0 0
1 0 0 0 0 0
0 4
8:00 AM 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 0
7:45 AM 0 0 0 0
0 0 0 0 1 0
1 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 1 0 0
1 0 0 2 0
7:15 AM 0 0 0 0
1 0 0 0 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Mitchell Dr Mitchell Dr Driveway Oak Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

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to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
3 2
0 16
3 2
0 2
28 0 0 0 0 6 8 7 21
9 10
Peak Hour 0 0 0 2 2 0 0
Count Total 0 1 0 2 3 0 0 0 0 0 0 9
5:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 1
0 0 0 0 0 0
2 5:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 0
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 2
6 4 6
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
0 4:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 2
1 1 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 0
HV% - 0% 0% - - - - -
2 1
4:15 PM 0 0 0 1 1 0 0
0 0 0 0 0 0
West North South
4:00 PM 0 0 0
0 0 0 0 38 65 0 0 0 0 1 103 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- 0% 0% - 0% 2% - 0% 1%
Peak
Hour
All 0 11 14
110 0 0 0 0 2
0 0 0 0 0 0 0 2 0 0 2 0
15 247 0
HV 0 0 0 0 0
Count Total 0 23 25 0 0 1 63 191 0 20 435 0
0 1 9 8 0 0 0 0 0 17 0 0 41 188
21 0 2 39 205
5:45 PM 0 4 2 0
8 0 0 0 0 0
53 227
5:30 PM 0 2 2 0 0 0 4
0 0 7 11 0 0 0 0 1 26 0 1
24 0 2 55 242
5:15 PM 0 3 4 0
18 0 0 0 0 0
58 247
5:00 PM 0 3 3 0 0 0 5
0 0 13 11 0 0 0 0 0 23 0 2
27 0 2 61 0
4:45 PM 0 5 4 0
19 0 0 0 0 1
68 0
4:30 PM 0 0 4 0 0 0 8
0 0 12 23 0 0 0 0 0 24 0 2
29 0 9 60 0
4:15 PM 0 4 3 0
4:00 PM 0 2 3 0 0 0 5 12 0 0 0 0 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Mitchell Dr Mitchell Dr Driveway Oak Ave
15-min
Total

UT LT TH RT
Date: 04/18/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.7% 0.78
TOTAL 0.8% 0.91
TH RT
WB 0.0% 0.74
NB - -
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 0.0% 0.69
0 0
0 0
00 00
0 0
0 0
8 7
6 0
N
Oak Ave
Mitchell Dr
Mitchell Dr
Driveway
Mitchell Dr Oak Ave
TEV: 247
PHF: 0.91
15 0
103
119
77 1
65 38
0 103
117
0 0
00 0
0 0
0 14
11 25
53 0
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
5:45 PM
0 0 0 0
0 5:30 PM
0 0 0 0 0 0 0
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
2 0
Interval
Start
Mitchell Dr Mitchell Dr Driveway Oak Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 2 0 0

LT TH RT RT LT TH RT
2 0 0 3 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 1 0 0 0 0 0 0 0
0 1 0 0 0 0 0 0 0 0 0 0 1 1
0 0 0 0 0
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 1
5:15 PM 0 0 0 0
0 0 0 0 0 0
0 2
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
1 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 1 0 0
1 0 0 1 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 4
1 1
2 1
0 0
10 0 0 0 0 1 3 0 4
9 0
Peak Hour 0 1 0 0 1 0 0
Count Total 0 2 0 3 5 0 0 0 1 1 0 1
1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 1:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 1 0
2 0
1:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 1 0
1:00 PM 0 1 0 0 1 0
0 0 0 0 0 0
0 1 0
0 12:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 4
2 3 0
EB WB NB SB Total East
12:45 PM 0 0 0 0 0
0 0 0
HV% - 0% - 0% - - - -
1 0
12:15 PM 0 0 0 1 1 0 0
0 0 1 1 0 0
West North South
12:00 PM 0 1 0
0 10 0 0 24 60 0 0 0 0 1 82 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- 4% 0% - 0% 0% - 0% 1%
Peak
Hour
All 0 10 0
101 0 0 0 0 2
1 0 0 0 0 0 0 0 0 0 1 0
8 195 0
HV 0 0 0 0 0
Count Total 0 26 0 17 2 0 43 135 0 16 342 0
0 0 6 11 0 0 0 0 0 16 0 2 43 178
27 0 1 55 195
1:45 PM 0 6 0 2
16 0 0 0 0 0
38 170
1:30 PM 0 2 0 2 0 0 7
0 0 4 13 0 0 0 0 0 12 0 3
15 0 1 42 173
1:15 PM 0 3 0 3
15 0 0 0 0 0
60 164
1:00 PM 0 1 0 3 0 0 7
0 0 6 16 0 0 0 0 1 28 0 3
10 0 1 30 0
12:45 PM 0 4 0 2
10 0 0 0 0 0
41 0
12:30 PM 0 2 0 2 0 0 5
2 0 7 9 0 0 0 0 1 17 0 2
10 0 3 33 0
12:15 PM 0 1 0 2
12:00 PM 0 7 0 1 0 0 1 11 0 0 0 0 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Mitchell Dr Mitchell Dr Driveway Oak Ave
15-min
Total

UT LT TH RT
Date: 04/20/2024
Peak Hour Count Period: 12:00 PM 2:00 PM
SB 0.0% 0.71
TOTAL 0.5% 0.81
TH RT
WB 1.2% 0.91
NB - -
Peak Hour: 12:45 PM 1:45 PM
HV %: PHF
EB 0.0% 0.83
0 0
0 0
00 00
0 0
0 0
3 0
1 0
N
Oak Ave
Mitchell Dr
Mitchell Dr
Driveway
Mitchell Dr Oak Ave
TEV: 195
PHF: 0.81
8 0
82 91
71 1
60 24
0 84
82 0
0 00
10 0
0 10
0 10
20 32
0 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 1 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 1 0
0 0
0 0
Peak Hour
Count Total 1 0
0 0 0 0 0 0 0 0 0 0
0 0
1:45 PM
0 0 0 0
0 1:30 PM
0 0 0 0 0 0 0
0 0
1:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 1:00 PM
0 0 0 0
0 0
12:45 PM
0 0 0 0
0 12:30 PM
12:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
12:00 PM 1 0
RT
1 0
Interval
Start
Mitchell Dr Mitchell Dr Driveway Oak Ave
15-min
Total
Rolling
One Hour
0 0 1 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
1 0 2 5 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 1 1 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 1
0 0 0 0 1
1:45 PM 0 0 0 0
0 0 0 0 0 0
0 1
1:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 2
1:15 PM 0 0 0 0
0 0 0 0 0 0
0 4
1:00 PM 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
12:45 PM 0 0 0 0
0 0 0 0 0 0
1 0
12:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 1
1 0 1 3 0
12:15 PM 0 0 0 0
1 0 0 0 0 0
TH RT
12:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Mitchell Dr Mitchell Dr Driveway Oak Ave
15-min
Total

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UT LT TH RT UT LT
Northbound Southbound

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Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
22 18
18 16
17 21
14 6
132
0 0 0 24 16 32 0 72
64 0
Peak Hour 1 0 14 12 27 0 0
Count Total 3 3 23 31 60 0 0 0 0 0 39 29
5:45 PM 0 2 0 1 3 0 0 0 0 0 4 1 1 0
0 0 4 1 9 0
0 5:30 PM 0 1 2 6 9 0 0 0
0 0 0 9 2 10
9 0
5:15 PM 0 0 2 2 4 0 0
0 0 0 0 4 4
2 8 0
5:00 PM 0 0 2 3 5 0
0 0 0 0 0 6
8 5 0
0 4:30 PM 1 0 6 3 10 0 0 0
0 0 0 2 5 11
11 15 0
EB WB NB SB Total East
4:45 PM 0 0 4 4 8
0 0 5
HV% - - - 1% - - 0% 3%
11 0
4:15 PM 1 0 4 1 6 0 0
0 0 0 0 5 6
West North South
4:00 PM 1 0 3
0 149 0 129 27 94 0 77 497 52 0 88 427
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% 2% - 1% 3% 0% 2%
Peak
Hour
All 0 0 0
184 0 129 984 87 0
0 0 0 0 13 1 0 1 11 0 27 0
11 1,551 0
HV 0 0 0 1 0
Count Total 0 0 0 286 0 257 59 164 807 20 2,977 0
0 29 3 19 0 15 113 10 0 16 77 5 310 1,460
11 97 0 334 1,511
5:45 PM 0 0 0 23
21 0 10 128 4 0
416 1,551
5:30 PM 0 0 0 30 0 31 2
0 41 4 21 0 16 127 10 0 26 127 1
21 118 4 400 1,506
5:15 PM 0 0 0 43
29 0 25 120 12 0
361 1,517
5:00 PM 0 0 0 39 0 28 4
0 29 7 15 0 20 131 18 0 24 86 2
17 96 4 374 0
4:45 PM 0 0 0 29
29 0 16 119 12 0
371 0
4:30 PM 0 0 0 38 0 31 12
0 41 13 22 0 15 117 10 0 19 93 3
30 113 1 411 0
4:15 PM 0 0 0 38
4:00 PM 0 0 0 46 0 27 14 28 0 12 129 11 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Mitchell Dr Pope St Main St Main St
15-min
Total

UT LT TH RT
Date: 04/18/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 2.3% 0.85
TOTAL 1.7% 0.93
TH RT
WB 0.0% 0.87
NB 2.2% 0.93
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 0.7% 0.87
0 0
0 0
00 00
0 0
0 0
32 0
16 24
N
Main St
Mitchell Dr
Pope St
Main St
Mitchell Dr Main St
TEV: 1,551
PHF: 0.93
11 427
88 526
591
0 94
27 129
250
140
0 52
497
77 705
626
0 149
0 0
149
115
0 Project Manager: (415) 310-6469 [email protected]

Page 297 of 1051 ends

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
5:45 PM
0 0 0 0
0 5:30 PM
0 0 0 0 0 0 0
0 0
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
27 0
Interval
Start
Mitchell Dr Pope St Main St Main St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 13 1 0 1 11 0

LT TH RT RT LT TH RT
2 28 1 60 0
Peak Hour 0 0 0 1
Count Total 0 0 0 3 0 2 0 1 0 0 21 2 0
0 2 0 0 0 0 0 0 0 0 0 1 3 21
0 6 0 9 26
5:45 PM 0 0 0 0
1 0 0 2 0 0
4 27
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 1 1 0
0 3 0 5 29
5:15 PM 0 0 0 0
0 0 0 2 0 0
8 39
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 4 0 0 0 4 0
0 3 0 10 0
4:45 PM 0 0 0 0
0 0 0 5 1 0
6 0
4:30 PM 0 0 0 1 0 0 0
0 0 0 0 0 0 4 0 0 0 1 0
1 10 0 15 0
4:15 PM 0 0 0 1
0 0 0 2 1 0
TH RT
4:00 PM 0 0 0 1 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Mitchell Dr Pope St Main St Main St
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

Page 298 of 1051 ends

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
38 37
50 34
51 22
36 45
313
0 5 5 56 53 34 0 143
89 0
Peak Hour 1 2 6 9 18 0 0
Count Total 2 3 15 19 39 2 0 1 5 8 121 103
1:45 PM 0 0 1 1 2 0 0 0 0 0 16 15 14 0
0 0 21 8 7 0
0 1:30 PM 0 0 3 3 6 0 0 0
0 2 2 7 4 11
11 0
1:15 PM 1 1 2 1 5 0 0
0 0 1 1 19 21
20 5 0
1:00 PM 0 1 1 4 6 0
0 0 0 2 2 9
4 19 0
0 12:30 PM 0 0 1 3 4 0 0 0
1 0 1 7 16 14
3 10 2
EB WB NB SB Total East
12:45 PM 0 0 0 1 1
0 0 27
HV% - - - 1% - - 1% 1%
8 0
12:15 PM 0 0 2 3 5 0 0
0 0 0 2 15 15
West North South
12:00 PM 1 1 5
0 131 0 97 21 60 0 85 507 43 0 51 493
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 10% 0% 2% - 2% 2% 0% 1%
Peak
Hour
All 0 0 0
144 0 144 1,004 79 0
2 0 0 1 4 1 0 1 8 0 18 0
4 1,492 0
HV 0 0 0 1 0
Count Total 0 0 0 231 0 197 39 102 943 14 2,897 0
0 21 5 24 0 22 113 9 0 16 112 3 355 1,465
12 123 1 376 1,492
1:45 PM 0 0 0 30
18 0 24 124 12 0
358 1,453
1:30 PM 0 0 0 39 0 19 4
0 29 3 15 0 14 123 12 0 14 124 0
12 123 2 376 1,455
1:15 PM 0 0 0 24
18 0 22 130 7 0
382 1,432
1:00 PM 0 0 0 31 0 24 7
0 25 7 9 0 25 130 12 0 13 123 1
6 108 3 337 0
12:45 PM 0 0 0 37
15 0 15 137 4 0
360 0
12:30 PM 0 0 0 20 0 25 4
0 25 7 21 0 13 120 13 0 13 121 3
16 109 1 353 0
12:15 PM 0 0 0 24
12:00 PM 0 0 0 26 0 29 2 24 0 9 127 10 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Mitchell Dr Pope St Main St Main St
15-min
Total

UT LT TH RT
Date: 04/20/2024
Peak Hour Count Period: 12:00 PM 2:00 PM
SB 1.6% 0.99
TOTAL 1.2% 0.98
TH RT
WB 1.1% 0.91
NB 0.9% 0.95
Peak Hour: 12:45 PM 1:45 PM
HV %: PHF
EB 0.8% 0.84
0 0
0 0
50 00
0 0
0 0
34 0
53 56
N
Main St
Mitchell Dr
Pope St
Main St
Mitchell Dr Main St
TEV: 1,492
PHF: 0.98
4 493
51 548
567
0 60
21 97
178
94 0
43 507
85 721
635
0 131
0 0
131
110
0 Project Manager: (415) 310-6469 [email protected]

Page 299 of 1051 ends

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 2 0
0 1 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 2 0 0 0
0 0 2 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 5 0 5
0 0 1 0 8 0
0 0
0 0
Peak Hour
Count Total 0 5
0 0 0 0 0 0 0 0 0 3
0 5
1:45 PM
0 0 0 0
5 1:30 PM
0 0 0 0 2 0 2
1 4
1:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
5 1:00 PM
0 0 0 2
0 0
12:45 PM
0 0 0 0
0 12:30 PM
12:15 PM 0 0 0 1 0 0 0 1
0 0
0 0 0
12:00 PM 2 0
RT
18 0
Interval
Start
Mitchell Dr Pope St Main St Main St
15-min
Total
Rolling
One Hour
0 0 2 0 0 1 4 1 0 1 8 0

LT TH RT RT LT TH RT
3 15 1 39 0
Peak Hour 0 0 0 1
Count Total 0 0 0 2 0 0 3 0 0 1 12 2 0
0 0 0 0 0 0 1 0 0 0 1 0 2 19
0 3 0 6 18
1:45 PM 0 0 0 0
0 0 1 1 1 0
5 16
1:30 PM 0 0 0 0 0 0 0
0 0 1 0 0 0 2 0 0 0 1 0
1 3 0 6 16
1:15 PM 0 0 0 1
0 0 0 1 0 0
1 20
1:00 PM 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 1 0
1 1 1 4 0
12:45 PM 0 0 0 0
0 0 0 1 0 0
5 0
12:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 1 2 0
0 3 0 10 0
12:15 PM 0 0 0 0
0 0 0 4 1 0
TH RT
12:00 PM 0 0 0 1 0 0 1

UT LT TH RT UT LT
Northbound Southbound

Page 300 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-007 Day:

City: St Helena 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
1 582 0 678
0 0 0 0 1 26 0 51
0 0 0 0 TEV 1581 0 1390 0 0 0 0
611 0 668 1 PHF 0.92 0.93
93 0 55 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 30 0 29 PM
NOON 0 0 0 0 NOON
AM 0 92 0 56 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 144

NORTHBOUND
Grayson Ave
Cars (NOON) HT (NOON)
NONE
697 0 667
Cars (AM) 81 HT (AM) St Helena Hwy/SR 128/Main St/SR 29 EASTBOUNDWESTBOUND St Helena Hwy/SR 128/Main St/SR 29 770 0 612

CONTROL
Signalized
0 NONE
04:30 PM - 05:30 PM 0
Grayson Ave & St Helena Hwy/SR 128/Main St/SR 29
Peak Hour Turning Movement Count
Grayson Ave Tuesday
SOUTHBOUND 5/27/2025 PEAK HOURS 4:00 PM - 06:00 PM
07:45 AM - 08:45 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 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0
20 110 0
0 0
1 0
0 0
00 000 0
0 15
1 2
15 0
000
101
0 0
0 0
0 0
000
000
0 74
2 3
46 0
000
302
0 567
54 24
653
0 000 29
028
0 0
0 0
0 0
000
000
0 604
91 48
565
0 000 89
054

Page 301 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-007 Day:

City: St Helena 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 0 705 0
0 0 0 0 1 0 34 0
0 0 0 0 TEV 0 1474 0 0 0 0 0
0 673 0 1 PHF 0.98
0 18 0 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 19 0 25 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
52 0

NORTHBOUND
Grayson Ave
Cars (NOON) HT (NOON)
12:15 PM - 01:15 PM
0 698 0
Cars (AM) 0 HT (AM) St Helena Hwy/SR 128/Main St/SR 29 EASTBOUNDWESTBOUND St Helena Hwy/SR 128/Main St/SR 29 0 724 0

CONTROL
Signalized
0 12:00 PM - 02:00 PM
NONE 0
Grayson Ave & St Helena Hwy/SR 128/Main St/SR 29
Peak Hour Turning Movement Count
Grayson Ave Saturday
SOUTHBOUND 5/31/2025 PEAK HOURS NONE
NONE 0 NONE COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0 0 30 0 30
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0
000
000
0 10
0 1
15 0
000
000
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
0 695
18 33
658
0 000 19
025
0 0
0 0
0 0
000
000

Page 302 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-008 Day:

City: St Helena 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
1 519 0 751
0 0 0 0 1 43 0 94
0 0 0 0 TEV 1488 0 1359 0 0 0 0
552 0 711 1 PHF 0.99 0.93
26 0 14 0
0 1 0 1

AM NOON PM PM NOON AM
PM 0 9 0 63 PM
NOON 0 0 0 0 NOON
AM 0 10 0 55 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 120

NORTHBOUND
Sulphur Springs Ave
Cars (NOON) HT (NOON)
NONE
774 0 607
Cars (AM) 57 HT (AM) St Helena Hwy/SR 128/Main St/SR 29 EASTBOUNDWESTBOUND St Helena Hwy/SR 128/Main St/SR 29 761 0 528

CONTROL
1-Way Stop(NB)
0 NONE
04:30 PM - 05:30 PM 0
Sulphur Springs Ave & St Helena Hwy/SR 128/Main St/SR 29 Peak Hour Turning Movement Count
Sulphur Springs Ave Tuesday
SOUTHBOUND 5/27/2025 PEAK HOURS 4:00 PM - 06:00 PM
08:00 AM - 09:00 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 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0
00 100 0
0 0
0 0
0 0
00 000 0
0 18
0 1
14 0
000
101
0 0
0 0
0 0
000
000
0 78
1 2
47 0
000
001
0 501
14 42
697
0 000
8062
0 0
0 0
0 0
000
000
0 673
25 92
505
0 000 10
054

Page 303 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-008 Day:

City: St Helena 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 0 699 0
0 0 0 0 1 0 32 0
0 0 0 0 TEV 0 1435 0 0 0 0 0
0 640 0 1 PHF 0.98
0 12 0 0
0 1 0 1

AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 7 0 45 NOON
AM 0 0 0 0 AM
0 12:00 PM - 02:00 PM
NONE 0
Sulphur Springs Ave & St Helena Hwy/SR 128/Main St/SR 29 Peak Hour Turning Movement Count
Sulphur Springs Ave Saturday
SOUTHBOUND 5/31/2025 PEAK HOURS NONE
NONE 0 NONE COUNT PERIODS 12:15 PM - 01:15 PM
0 685 0
Cars (AM) 0 HT (AM) St Helena Hwy/SR 128/Main St/SR 29 EASTBOUNDWESTBOUND St Helena Hwy/SR 128/Main St/SR 29 0 706 0

CONTROL
1-Way Stop(NB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
44 0

NORTHBOUND
Sulphur Springs Ave
Cars (NOON) HT (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0 0 20 0 20
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0
000
000
0 6
0 1
11 0
000
000
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
0 693
12 31
629
0 000
7045
0 0
0 0
0 0
000
000

Page 304 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-009 Day:

City: St Helena Date:

AM 0 25 9 0 AM
NOON 0 0 0 0 NOON
PM 0 6 5 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 15 0 9
1 0 0 0
0 0 0 0 0 34 0 56
0 0 0 0 TEV 165 0 134 0 0 0 0
0 0 0 0 PHF 0.84 0.93
0 0 0 0
0 0 1 0

AM NOON PM PM NOON AM
PM 1 0 16 57 PM
NOON 0 0 0 0 NOON
AM 1 0 7 58 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 82

NORTHBOUND
Hunt Ave
Cars (NOON) HT (NOON)
NONE
62 0 67
Cars (AM) 41 HT (AM) Starr Ave EASTBOUNDWESTBOUND Starr Ave 0 0 0

CONTROL
3-Way Stop(NB/SB/WB)
0 NONE
04:00 PM - 05:00 PM 31
Hunt Ave & Starr Ave
Peak Hour Turning Movement Count
Hunt Ave Tuesday
SOUTHBOUND 5/27/2025 PEAK HOURS 4:00 PM - 06:00 PM
08:00 AM - 09:00 AM 16 7:00 AM - 09:00 AM COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0
00 010 0
0 0
0 0
0 1
00 000 0
0 0
0 0
0 0
000
002
0 0
0 0
0 0
000
000
0 0
0 2
0 0
000
001
15 0
0 34
0 0
065
01655
0 0
0 0
0 0
000
000
9 0
0 54
0 0
0259
0757

Page 305 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-009 Day:

City: St Helena Date:

AM 0 0 0 0 AM
NOON 0 3 5 0 NOON
PM 0 0 0 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 0 4 0
1 0 0 0
0 0 0 0 0 0 28 0
0 0 0 0 TEV 0 86 0 0 0 1 0
0 0 0 0 PHF 0.77
0 0 0 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 6 39 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
31 0

NORTHBOUND
Hunt Ave
Cars (NOON) HT (NOON)
12:00 PM - 01:00 PM
0 45 0
Cars (AM) 0 HT (AM) Starr Ave EASTBOUNDWESTBOUND Starr Ave 0 0 0

CONTROL
3-Way Stop(NB/SB/WB)
10 12:00 PM - 02:00 PM
NONE 0
Hunt Ave & Starr Ave
Peak Hour Turning Movement Count
Hunt Ave Saturday
SOUTHBOUND 5/31/2025 PEAK HOURS NONE
NONE 0 NONE COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0 0 00 0 10
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
4 0
0 28
0 0
035
0639
0 0
0 0
0 0
000
000

Page 306 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-010 Day:

City: St Helena Date:

AM 47 312 0 0 AM
NOON 0 0 0 0 NOON
PM 37 169 0 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0
53 0 58 0 TEV 610 0 454 0 0 0 0
0 0 0 1 PHF 0.79 0.88
22 0 10 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 25 155 0 PM
NOON 0 0 0 0 NOON
AM 0 16 160 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 334

NORTHBOUND
Pope St
Cars (NOON) HT (NOON)
NONE
0 0 0
Cars (AM) 179 HT (AM) Starr Ave EASTBOUNDWESTBOUND Starr Ave 63 0 62

CONTROL
1-Way Stop(EB)
0 NONE
04:00 PM - 05:00 PM 213
Pope St & Starr Ave
Peak Hour Turning Movement Count
Pope St Tuesday
SOUTHBOUND 5/27/2025 PEAK HOURS 4:00 PM - 06:00 PM
07:45 AM - 08:45 AM 213 7:00 AM - 09:00 AM COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
1 2
0 0
20 100 0
0 0
0 0
0 0
00 010 0
0 0
0 0
0 2
030
000
0 0
0 0
0 0
000
000
0 0
0 0
0 1
110
140
0 0
10 0
0 56 37166
0 25155
0 0
0 0 0
0 0
000
000
0 0
22 0
0 52 46311
0 15156
0

Page 307 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-010 Day:

City: St Helena Date:

AM 0 0 0 0 AM
NOON 31 169 0 0 NOON
PM 0 0 0 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0
0 29 0 0 TEV 0 398 0 0 0 0 0
0 0 0 1 PHF 0.96
0 9 0 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 1 13 146 0 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
179
0 NORTHBOUND
Pope St
Cars (NOON) HT (NOON)
01:00 PM - 02:00 PM
0 0 0
Cars (AM) 0 HT (AM) Starr Ave EASTBOUNDWESTBOUND Starr Ave 0 44 0

CONTROL
1-Way Stop(EB)
175 12:00 PM - 02:00 PM
NONE 0
Pope St & Starr Ave
Peak Hour Turning Movement Count
Pope St Saturday
SOUTHBOUND 5/31/2025 PEAK HOURS NONE
NONE 0 NONE COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0
000
000
0 0
0 0
0 2
020
010
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
0 0
9 0
0 27 31167
0 13145
0 0
0 0 0
0 0
000
000

Page 308 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-011 Day:

City: St Helena Date:

AM 2 215 84 0 AM
NOON 0 0 0 0 NOON
PM 5 144 14 0 PM

AM NOON PM PM NOON AM
0 1 1 0 1 11 0 43

0.5 2 0 1
0 0 0 0 0.5 42 0 117
10 0 2 0 TEV 699 0 450 0 0 0 0
0 0 1 1 PHF 0.77 0.85
19 0 18 0
0 1 1 0

AM NOON PM PM NOON AM
PM 0 21 157 33 PM
NOON 0 0 0 0 NOON
AM 0 8 93 107 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 351

NORTHBOUND
Pope St
Cars (NOON) HT (NOON)
NONE
48 0 191
Cars (AM) 204 HT (AM) Paseo Grand Dr/College Ave EASTBOUNDWESTBOUND Paseo Grand Dr/College Ave 11 0 28

CONTROL
2-Way Stop(EB/WB)
0 NONE
04:00 PM - 05:00 PM 170
Pope St & Paseo Grand Dr/College Ave
Peak Hour Turning Movement Count
Pope St Tuesday
SOUTHBOUND 5/27/2025 PEAK HOURS 4:00 PM - 06:00 PM
07:45 AM - 08:45 AM 146 7:00 AM - 09:00 AM COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
1 0
0 1
20 120 0
1 0
1 0
0 0
00 010 0
0 0
1 1
0 0
000
002
0 0
0 0
0 0
000
000
0 0
0 2
0 0
000
014
11 2
17 41
1 2
5144 14 21157 31
0 0
0 0
0 0
000
000
43 1
19 115
0 10
2215 84
892103

Page 309 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-011 Day:

City: St Helena Date:

AM 0 0 0 0 AM
NOON 8 171 12 1 NOON
PM 0 0 0 0 PM

AM NOON PM PM NOON AM
0 1 1 0 1 0 7 0

0.5 0 2 0
0 0 0 0 0.5 0 21 0
0 3 0 0 TEV 0 392 0 0 0 0 0
0 2 0 1 PHF 0.89
0 15 0 0
0 1 1 0

AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 1 20 107 22 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
208
0 NORTHBOUND
Pope St
Cars (NOON) HT (NOON)
12:45 PM - 01:45 PM
0 36 0
Cars (AM) 0 HT (AM) Paseo Grand Dr/College Ave EASTBOUNDWESTBOUND Paseo Grand Dr/College Ave 0 30 0

CONTROL
2-Way Stop(EB/WB)
118 12:00 PM - 02:00 PM
NONE 0
Pope St & Paseo Grand Dr/College Ave
Peak Hour Turning Movement Count
Pope St Saturday
SOUTHBOUND 5/31/2025 PEAK HOURS NONE
NONE 0 NONE COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0
000
000
1 1
1 0
0 0
000
102
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
6 1
14 21
2 3
8171 12 19107 20
0 0
0 0
0 0
000
000

Page 310 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-012 Day:

City: St Helena 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
1 370 0 396
0 0 0 0 0 9 0 24
0 0 0 0 TEV 887 0 970 0 0 0 0
434 0 545 1 PHF 0.96 0.89
9 0 11 1
0 0 1 0

AM NOON PM PM NOON AM
PM 0 2 0 33 PM
NOON 0 0 0 0 NOON
AM 0 4 0 20 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 33

NORTHBOUND
Pratt Ave
Cars (NOON) HT (NOON)
NONE
578 0 454
Cars (AM) 20 HT (AM) Silverado Trail N EASTBOUNDWESTBOUND Silverado Trail N 400 0 372

CONTROL
1-Way Stop(NB)
0 NONE
04:00 PM - 05:00 PM 0
Pratt Ave & Silverado Trail N
Peak Hour Turning Movement Count
Pratt Ave Tuesday
SOUTHBOUND 5/27/2025 PEAK HOURS 4:00 PM - 06:00 PM
08:00 AM - 09:00 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 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0
00 000 0
0 0
0 0
0 0
00 000 0
0 13
0 0
13 0
000
001
0 0
0 0
0 0
000
000
0 24
0 0
28 0
000
000
0 357
11 9
532
0 000
2032
0 0
0 0
0 0
000
000
0 372
9 24
406
0 000
4020

Page 311 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-012 Day:

City: St Helena 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 0 382 0
0 0 0 0 0 0 15 0
0 0 0 0 TEV 0 805 0 0 0 0 0
0 377 0 1 PHF 0.89
0 10 0 1
0 0 1 0

AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 3 0 18 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
25 0

NORTHBOUND
Pratt Ave
Cars (NOON) HT (NOON)
12:15 PM - 01:15 PM
0 395 0
Cars (AM) 0 HT (AM) Silverado Trail N EASTBOUNDWESTBOUND Silverado Trail N 0 385 0

CONTROL
1-Way Stop(NB)
0 12:00 PM - 02:00 PM
NONE 0
Pratt Ave & Silverado Trail N
Peak Hour Turning Movement Count
Pratt Ave Saturday
SOUTHBOUND 5/31/2025 PEAK HOURS NONE
NONE 0 NONE COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0
000
000
0 8
0 1
6 0
000
001
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
0 374
10 14
371
0 000
3017
0 0
0 0
0 0
000
000

Page 312 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-013 Day:

City: St Helena Date:

AM 4 0 17 0 AM
NOON 0 0 0 0 NOON
PM 19 0 18 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 10 0 48
1 372 0 450
0 0 0 0 0 0 0 0
20 0 5 1 TEV 972 0 1025 0 0 0 0
433 0 601 2 PHF 0.98 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
Howell Mountain Rd
Cars (NOON) HT (NOON)
NONE
619 0 450
Cars (AM) 0 HT (AM) Silverado Trail N EASTBOUNDWESTBOUND Silverado Trail N 454 0 391

CONTROL
1-Way Stop(SB)
0 NONE
04:00 PM - 05:00 PM 15
Howell Mountain Rd & Silverado Trail N
Peak Hour Turning Movement Count
Howell Mountain Rd Tuesday
SOUTHBOUND 5/27/2025 PEAK HOURS 4:00 PM - 06:00 PM
08:00 AM - 09:00 AM 68 7:00 AM - 09:00 AM COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0
00 000 0
0 0
0 0
0 1
00 000 0
1 11
0 0
14 0
401
000
0 0
0 0
0 0
000
000
3 25
0 0
24 5
200
000
9 361
0 0
587
5 15
017
000
0 0
0 0
0 0
000
000
45 425
0 0
409
15 2017
000

Page 313 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-013 Day:

City: St Helena Date:

AM 0 0 0 0 AM
NOON 9 0 21 0 NOON
PM 0 0 0 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 0 24 0
1 0 392 0
0 0 0 0 0 0 0 0
0 3 0 1 TEV 0 872 0 0 0 0 0
0 423 0 2 PHF 0.90
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
Howell Mountain Rd
Cars (NOON) HT (NOON)
12:15 PM - 01:15 PM
0 444 0
Cars (AM) 0 HT (AM) Silverado Trail N EASTBOUNDWESTBOUND Silverado Trail N 0 401 0

CONTROL
1-Way Stop(SB)
27 12:00 PM - 02:00 PM
NONE 0
Howell Mountain Rd & Silverado Trail N
Peak Hour Turning Movement Count
Howell Mountain Rd Saturday
SOUTHBOUND 5/31/2025 PEAK HOURS NONE
NONE 0 NONE COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0
000
000
0 9
0 0
6 1
001
000
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
24 383
0 0
417
2 9020
000
0 0
0 0
0 0
000
000

Page 314 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-014 Day:

City: St Helena 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
1 318 0 405
0 0 0 0 1 62 0 141
0 0 0 0 TEV 1160 0 1171 0 0 0 0
307 0 515 1 PHF 0.94 0.89
146 0 104 1
0 0 1 0

AM NOON PM PM NOON AM
PM 0 63 0 109 PM
NOON 0 0 0 0 NOON
AM 0 96 0 65 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 287

NORTHBOUND
Pope St
Cars (NOON) HT (NOON)
NONE
624 0 372
Cars (AM) 166 HT (AM) Silverado Trail S EASTBOUNDWESTBOUND Silverado Trail S 501 0 381

CONTROL
1-Way Stop(NB)
0 NONE
04:00 PM - 05:00 PM 0
Pope St & Silverado Trail S
Peak Hour Turning Movement Count
Pope St Tuesday
SOUTHBOUND 5/27/2025 PEAK HOURS 4:00 PM - 06:00 PM
08:00 AM - 09:00 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 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0
00 000 0
0 0
0 0
0 0
00 000 0
0 12
0 0
15 0
000
000
0 0
0 0
0 0
000
000
0 27
0 0
24 0
000
100
0 306
104 62
500
0 000 63
0109
0 0
0 0
0 0
000
000
0 378
146 141
283
0 000 95
065

Page 315 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-014 Day:

City: St Helena 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 0 364 0
0 0 0 0 1 0 75 0
0 0 0 0 TEV 0 983 0 0 0 0 0
0 328 0 1 PHF 0.91
0 116 0 1
0 0 1 0

AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 54 0 46 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
191
0 NORTHBOUND
Pope St
Cars (NOON) HT (NOON)
12:15 PM - 01:15 PM
0 374 0
Cars (AM) 0 HT (AM) Silverado Trail S EASTBOUNDWESTBOUND Silverado Trail S 0 418 0

CONTROL
1-Way Stop(NB)
0 12:00 PM - 02:00 PM
NONE 0
Pope St & Silverado Trail S
Peak Hour Turning Movement Count
Pope St Saturday
SOUTHBOUND 5/31/2025 PEAK HOURS NONE
NONE 0 NONE COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0
000
000
0 9
0 0
7 0
000
000
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
0 355
116 75
321
0 000 54
046
0 0
0 0
0 0
000
000

Page 316 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-015 Day:

City: St Helena Date:

AM 7 0 1 0 AM
NOON 0 0 0 0 NOON
PM 7 0 0 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 1 0 3
1 613 0 777
0 0 0 0 0 0 0 0
2 0 4 1 TEV 1492 0 1360 0 0 0 0
699 0 727 1 PHF 0.93 0.93
3 0 7 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 0 0 1 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 3

NORTHBOUND
Mills Ln/A&W Restaurant Dwy
Cars (NOON) HT (NOON)
NONE
728 0 700
Cars (AM) 7 HT (AM) St Helena Hwy/SR 128/Main St/SR 29 EASTBOUNDWESTBOUND St Helena Hwy/SR 128/Main St/SR 29 784 0 620

CONTROL
1-Way Stop(SB)
0 NONE
04:30 PM - 05:30 PM 5
Mills Ln/A&W Restaurant Dwy & St Helena Hwy/SR 128/Main St/SR 29 Peak Hour Turning Movement Count
Mills Ln/A&W Restaurant Dwy Tuesday
SOUTHBOUND 5/27/2025 PEAK HOURS 4:00 PM - 06:00 PM
08:00 AM - 09:00 AM 5 7:00 AM - 09:00 AM COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0
50 780 0
0 0
0 0
0 0
00 010 0
0 16
0 0
15 0
000
000
0 0
0 0
0 0
000
000
1 72
2 0
46 1
200
000
1 597
7 0
712
4 700
001
0 0
0 0
0 0
000
000
2 705
1 0
653
1 501
000

Page 317 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-015 Day:

City: St Helena Date:

AM 0 0 0 0 AM
NOON 6 0 0 0 NOON
PM 0 0 0 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 0 2 0
1 0 721 0
0 3 0 0 0 0 0 0
0 6 0 1 TEV 0 1429 0 0 0 0 0
0 689 0 1 PHF 0.98
0 1 0 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 1 NOON
AM 0 0 0 0 AM
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
1 0

NORTHBOUND
Mills Ln/A&W Restaurant Dwy
Cars (NOON) HT (NOON)
12:15 PM - 01:15 PM
0 690 0
Cars (AM) 0 HT (AM) St Helena Hwy/SR 128/Main St/SR 29 EASTBOUNDWESTBOUND St Helena Hwy/SR 128/Main St/SR 29 0 730 0

CONTROL
1-Way Stop(SB)
8 12:00 PM - 02:00 PM
NONE 0
Mills Ln/A&W Restaurant Dwy & St Helena Hwy/SR 128/Main St/SR 29 Peak Hour Turning Movement Count
Mills Ln/A&W Restaurant Dwy Saturday
SOUTHBOUND 5/31/2025 PEAK HOURS NONE
NONE 0 NONE COUNT PERIODS

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0 0 00 0 00
0 0
0 0
0 0
000
000
0 10
0 0
14 1
000
000
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
2 711
1 0
675
5 600
001
0 0
0 0
0 0
000
000

Page 318 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-016 Day:

City: St Helena Date:

AM 4 1 61 0 AM
NOON 0 0 0 0 NOON
PM 16 0 58 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 97 0 111
1 533 0 625
0 0 0 0 0 9 0 16
8 0 24 0 TEV 1519 0 1435 0 0 0 0
659 0 652 1 PHF 0.97 0.92
22 0 8 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 13 6 19 PM
NOON 0 0 0 0 NOON
AM 0 7 2 3 AM
0 NONE
04:30 PM - 05:30 PM 127
Charter Oak Ave & St Helena Hwy/SR 128/Main St/SR 29
Peak Hour Turning Movement Count
Charter Oak Ave Tuesday
SOUTHBOUND 5/27/2025 PEAK HOURS 4:00 PM - 06:00 PM
07:45 AM - 08:45 AM 121 7:00 AM - 09:00 AM COUNT PERIODS NONE 729 0 723
Cars (AM) 17 HT (AM) St Helena Hwy/SR 128/Main St/SR 29 EASTBOUNDWESTBOUND St Helena Hwy/SR 128/Main St/SR 29 636 0 562

CONTROL
2-Way Stop(NB/SB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
0 39

NORTHBOUND
Charter Oak Ave
Cars (NOON) HT (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0
70 450 3
0 0
0 0
0 0
00 100 0
0 17
1 0
15 0
100
001
0 0
0 0
0 0
000
000
3 74
4 1
48 1
100
300
97 516
7 9
637
24 15
058 13
618
0 0
0 0
0 0
000
000
108
551
18 15
611
7 3161
423

Page 319 of 1051 ends

Prepared by National Data & Surveying Services
ID: 25-080213-016 Day:

City: St Helena Date:

AM 0 0 0 0 AM
NOON 24 2 44 0 NOON
PM 0 0 0 0 PM

AM NOON PM PM NOON AM
0 1 0 0 0 0 125 0
1 0 605 0
0 0 0 0 0 0 14 0
0 34 0 0 TEV 0 1533 0 0 0 0 0
0 629 0 1 PHF 0.96
0 8 0 0
0 0 1 0

AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 12 8 28 NOON
AM 0 0 0 0 AM
167 12:00 PM - 02:00 PM
NONE 0
Charter Oak Ave & St Helena Hwy/SR 128/Main St/SR 29
Peak Hour Turning Movement Count
Charter Oak Ave Saturday
SOUTHBOUND 5/31/2025 PEAK HOURS NONE
NONE 0 NONE COUNT PERIODS 12:00 PM - 01:00 PM
0 701 0
Cars (AM) 0 HT (AM) St Helena Hwy/SR 128/Main St/SR 29 EASTBOUNDWESTBOUND St Helena Hwy/SR 128/Main St/SR 29 0 641 0

CONTROL
2-Way Stop(NB/SB)
Pedestrians (Crosswalks)
Cars (PM) HT (PM)
24 0

NORTHBOUND
Charter Oak Ave
Cars (NOON) HT (NOON)

AM NOON PM
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM

NOON PMNOON AMAMNOON PM PMNOON AMAMNOON PM
0 0
0 0
0 0 0 120 0 30
0 0
0 0
0 0 0 20 0 10
0 0
0 0
0 0
000
000
1 12
0 0
12 1
001
001
0 0
0 0
0 0
000
000
0 0
0 0
0 0
000
000
124
593
8 14
617
33 24
243 12
827
0 0
0 0
0 0
000
000

Page 320 of 1051 ends

www.idaxdata.com
to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 4
2 4
8 10
6 9
44 2 0 4 9 7 9 8 33
10 10
Peak Hour 0 4 0 1 5 2 0
Count Total 0 4 1 1 6 3 0 4 0 7 14 10
8:45 AM 0 0 0 0 0 0 0 0 0 0 3 2 2 2
0 0 2 0 2 2
3 8:30 AM 0 0 0 0 0 0 0 0
0 0 1 1 3 3
2 1
8:15 AM 0 3 0 0 3 1 0
0 2 0 3 3 2
1 1 0
8:00 AM 0 1 0 1 2 1
0 0 0 0 0 2
0 0 1
1 7:30 AM 0 0 0 0 0 0 0 0
2 0 3 1 2 0
0 0 0
EB WB NB SB Total East
7:45 AM 0 0 1 0 1
0 0 1
HV% - 0% 0% 0% - 0% 0% 0%
0 0
7:15 AM 0 0 0 0 0 1 0
0 0 0 0 1 0
West North South
7:00 AM 0 0 0
2 4 0 24 6 10 1 2 53 16 0 11 104
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
8% 17% 10% 0% - 0% 1% 0% 2%
Peak
Hour
All 0 2 4
18 1 5 85 22 0
1 1 0 0 0 0 0 0 1 0 5 0
2 239 0
HV 0 0 0 0 0
Count Total 0 2 4 6 0 29 11 18 136 2 339 0
0 3 1 2 1 0 11 3 0 2 18 0 45 239
1 18 0 47 232
8:45 AM 0 1 2 1
0 0 0 13 5 0
95 212
8:30 AM 0 0 0 2 0 7 1
0 7 3 7 0 1 16 5 0 5 48 2
3 20 0 52 140
8:15 AM 0 0 0 1
1 0 1 13 3 0
38 100
8:00 AM 0 1 2 0 0 7 1
0 1 1 2 0 2 10 2 0 6 14 0
1 8 0 27 0
7:45 AM 0 0 0 0
2 0 1 12 2 0
23 0
7:30 AM 0 0 0 0 0 1 0
0 2 3 2 0 0 6 1 0 0 7 0
0 3 0 12 0
7:15 AM 0 0 0 2
7:00 AM 0 0 0 0 0 1 1 2 0 0 4 1 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Pine St Pine St Oak Ave Oak Ave
15-min
Total

UT LT TH RT
Date: 04/18/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.9% 0.53
TOTAL 2.1% 0.63
TH RT
WB 10.0% 0.59
NB 0.0% 0.82
Peak Hour: 8:00 AM 9:00 AM
HV %: PHF
EB 0.0% 0.63
0 2
0 0
00 02
0 0
0 0
9 8
7 9
N
Oak Ave
Pine St
Pine St
Oak Ave
Pine St Oak Ave
TEV: 239
PHF: 0.63
2 104
11 117
65 0
10 6
24 40
31 0
5316
2 133
72 1
4 4
2 10
10 0
Project Manager: (415) 310-6469 [email protected]

Page 321 of 1051 ends

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 2 0 0 0 0
0 2 1 0 0 0
0 0 0 0
0 0
0 0 1
0 LT TH
0 0 0 0 0 0 0 0
0 0 1
0 0
0 0 0
0 0 0
0 LT TH
0 2 0 0 0 0 4
0 4 0 0 7 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 4
0 4
8:45 AM
0 0 0 0
4 8:30 AM
0 0 0 0 0 0 1
3 6
8:15 AM
0 2 0
0 1 0
0 0 0
0 0 0
3 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 2 0 0 0 0 3
0 0
0 0 0
7:00 AM 0 0
RT
5 0
Interval
Start
Pine St Pine St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour
0 2 1 1 0 0 0 0 0 0 1 0

LT TH RT RT LT TH RT
0 1 0 6 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 2 1 1 0 0 1 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 5
0 0 0 0 6
8:45 AM 0 0 0 0
0 0 0 0 0 0
3 6
8:30 AM 0 0 0 0 0 0 0
0 1 1 1 0 0 0 0 0 0 0 0
0 1 0 2 3
8:15 AM 0 0 0 0
0 0 0 0 0 0
1 1
8:00 AM 0 0 0 0 0 1 0
0 0 0 0 0 0 1 0 0 0 0 0
0 0 0 0 0
7:45 AM 0 0 0 0
0 0 0 0 0 0
0 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
7:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Pine St Pine St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

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to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
11 2
4 10
3 3
5 3
41 0 1 1 3 15 8 1 27
10 3
Peak Hour 0 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 1 1 4 24
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 1
0 0 0 3 1 1
0 5:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 3 0
1 0
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 1 1
6 4 0
5:00 PM 0 0 0 0 0 0
0 0 0 1 1 0
2 1 0
0 4:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 1 1
0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 1
HV% - 0% 0% 0% 0% - 0% 0%
2 1
4:15 PM 0 0 0 0 0 0 0
0 0 0 0 2 6
West North South
4:00 PM 0 0 0
0 5 1 19 1 5 0 1 65 19 0 4 65
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% 0% - 0% 0% 0% 0%
Peak
Hour
All 0 1 2
6 0 3 143 26 0
0 0 0 0 0 0 0 0 0 0 0 0
2 190 0
HV 0 0 0 0 0
Count Total 0 2 2 7 1 28 2 6 113 4 343 0
0 2 0 0 0 0 23 3 0 2 14 0 44 153
0 12 0 30 145
5:45 PM 0 0 0 0
0 0 1 13 0 0
42 158
5:30 PM 0 1 0 1 0 2 0
0 3 0 0 0 1 22 2 0 0 14 0
0 8 2 37 171
5:15 PM 0 0 0 0
1 0 0 20 2 0
36 190
5:00 PM 0 0 0 1 0 2 1
1 1 0 0 0 0 11 6 0 0 14 0
2 12 1 43 0
4:45 PM 0 0 0 3
3 0 0 18 3 0
55 0
4:30 PM 0 1 1 1 0 1 0
0 6 1 2 0 1 19 6 0 1 19 0
1 20 1 56 0
4:15 PM 0 0 0 0
4:00 PM 0 0 1 1 0 11 0 0 0 0 17 4 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Pine St Pine St Oak Ave Oak Ave
15-min
Total

UT LT TH RT
Date: 04/18/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.81
TOTAL 0.0% 0.85
TH RT
WB 0.0% 0.59
NB 0.0% 0.82
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 0.0% 0.67
0 0
0 0
10 00
0 0
0 0
8 1
15 3
N
Oak Ave
Pine St
Pine St
Oak Ave
Pine St Oak Ave
TEV: 190
PHF: 0.85
2 65
4 71
71 0
5 1
19 26
26 1
6519
1 89
85 0
5 2
1 8
4 0
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 1 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 1 0 1
0 0 0 0 1 0
0 0
0 0
Peak Hour
Count Total 0 1
0 0 0 0 0 0 0 0 0 0
0 1
5:45 PM
0 0 0 0
1 5:30 PM
0 0 0 0 0 0 0
0 1
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
1 5:00 PM
0 0 0 1
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
0 0
Interval
Start
Pine St Pine St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 0 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
5:15 PM 0 0 0 0
0 0 0 0 0 0
0 0
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
0 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
1 6
0 0
1 7
1 0
16 2 0 2 1 3 1 2 7
3 6
Peak Hour 0 0 3 3 6 0 0
Count Total 0 0 6 3 9 0 0 2 0 2 2 5
1:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0
0 0 0 0 1 0
3 1:30 PM 0 0 1 0 1 0 0 0
0 0 0 1 2 1
0 1
1:15 PM 0 0 1 0 1 0 0
0 0 0 0 0 0
0 0 0
1:00 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
2 12:30 PM 0 0 0 1 1 0 0 0
0 0 0 1 2 1
0 2 0
EB WB NB SB Total East
12:45 PM 0 0 0 2 2
0 0 0
HV% - - 0% - - - 33% 3%
0 0
12:15 PM 0 0 1 0 1 0 0
0 2 0 2 0 1
West North South
12:00 PM 0 0 2
0 0 0 10 4 1 0 3 71 9 0 2 51
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% 0% - 0% 6% - 4%
Peak
Hour
All 0 0 1
5 1 5 132 17 0
0 0 0 1 2 0 0 0 3 0 6 0
0 152 0
HV 0 0 0 0 0
Count Total 0 0 2 2 0 24 6 3 87 0 284 0
0 2 0 2 0 0 22 2 0 0 11 0 40 132
0 8 0 39 131
1:45 PM 0 0 0 1
2 0 0 18 4 0
29 127
1:30 PM 0 0 0 0 0 6 1
0 3 1 0 0 2 11 0 0 0 11 0
1 6 0 24 139
1:15 PM 0 0 0 1
0 1 0 10 2 0
39 152
1:00 PM 0 0 1 0 0 3 0
0 3 0 1 0 0 18 0 0 0 17 0
0 14 0 35 0
12:45 PM 0 0 0 0
0 0 1 15 2 0
41 0
12:30 PM 0 0 1 0 0 1 1
0 1 2 0 0 0 18 6 0 2 12 0
0 8 0 37 0
12:15 PM 0 0 0 0
12:00 PM 0 0 0 0 0 5 1 0 0 2 20 1 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Pine St Pine St Oak Ave Oak Ave
15-min
Total

UT LT TH RT
Date: 04/20/2024
Peak Hour Count Period: 12:00 PM 2:00 PM
SB 5.7% 0.78
TOTAL 3.9% 0.93
TH RT
WB 0.0% 0.63
NB 3.6% 0.86
Peak Hour: 12:00 PM 1:00 PM
HV %: PHF
EB 0.0% 0.25
0 0
0 0
00 00
2 0
0 0
1 2
3 1
N
Oak Ave
Pine St
Pine St
Oak Ave
Pine St Oak Ave
TEV: 152
PHF: 0.93
0 51
2 53
72 0
1 4
10 15
12 0
9 71
3 61
83 0
0 1
0 1
7 0
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 2 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 2 0 0 0 2
0 0 2 0 2 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
1:45 PM
0 0 0 0
0 1:30 PM
0 0 0 0 0 0 0
0 0
1:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
2 1:00 PM
0 0 0 0
0 0
12:45 PM
0 0 0 0
0 12:30 PM
12:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
12:00 PM 2 0
RT
6 0
Interval
Start
Pine St Pine St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 1 2 0 0 0 3 0

LT TH RT RT LT TH RT
0 3 0 9 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 2 4 0 0
0 0 0 0 0 0 1 0 0 0 0 0 1 3
0 0 0 1 4
1:45 PM 0 0 0 0
0 0 0 1 0 0
1 4
1:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 1 0 0 0 0 0 0
0 0 0 0 4
1:15 PM 0 0 0 0
0 0 0 0 0 0
2 6
1:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 2 0
0 1 0 1 0
12:45 PM 0 0 0 0
0 0 0 0 0 0
1 0
12:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 0 0
0 0 0 2 0
12:15 PM 0 0 0 0
0 0 1 1 0 0
TH RT
12:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
2 15
5 12
29 37
24 20
144
0 0 3 39 18 16 37 110
20 50
Peak Hour 3 1 5 3 12 2 1
Count Total 4 1 6 3 14 2 1 0 1 4 51 23
8:45 AM 2 0 1 0 3 2 0 0 0 2 6 3 2 9
0 0 7 7 4 6
13 8:30 AM 1 1 2 0 4 0 0 0
0 0 1 13 5 6
4 9
8:15 AM 0 0 0 1 1 0 1
0 0 0 0 13 3
1 1 6
8:00 AM 0 0 2 2 4 0
0 0 0 0 0 4
1 0 2
3 7:30 AM 0 0 1 0 1 0 0 0
0 1 1 6 3 3
0 1 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
0 0 2
HV% - 0% 6% 0% - - 0% 3%
0 2
7:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
West North South
7:00 AM 1 0 0
0 57 0 30 40 22 0 22 60 65 0 18 93
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 3% 0% 5% - 0% 3% 0% 2%
Peak
Hour
All 0 8 54
30 0 36 97 93 0
1 0 0 0 2 3 0 0 3 0 12 0
17 486 0
HV 0 0 3 0 0
Count Total 0 8 64 64 1 51 59 22 121 20 666 0
0 4 7 11 0 3 14 10 0 4 18 2 86 486
6 23 0 121 476
8:45 AM 0 1 8 4
4 0 4 14 24 0
178 405
8:30 AM 0 3 16 15 0 5 7
0 10 7 6 0 10 17 20 0 6 36 9
2 16 6 101 254
8:15 AM 0 2 24 31
1 0 5 15 11 0
76 180
8:00 AM 0 2 6 7 0 11 19
1 10 7 2 0 8 16 11 0 1 13 2
1 5 0 50 0
7:45 AM 0 0 3 2
3 0 2 12 11 0
27 0
7:30 AM 0 0 1 0 0 7 8
0 3 3 0 0 1 4 4 0 2 8 0
0 2 1 27 0
7:15 AM 0 0 2 0
7:00 AM 0 0 4 5 0 1 1 3 0 3 5 2 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Adams St Adams St Oak Ave Oak Ave
15-min
Total

UT LT TH RT
Date: 04/18/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 2.3% 0.63
TOTAL 2.5% 0.68
TH RT
WB 1.1% 0.74
NB 3.4% 0.78
Peak Hour: 8:00 AM 9:00 AM
HV %: PHF
EB 2.5% 0.52
1 1
0 0
00 00
0 0
1 0
16 37
18 39
N
Oak Ave
Adams St
Adams St
Oak Ave
Adams St Oak Ave
TEV: 486
PHF: 0.68
17 93
18 128
90 0
22 40
30 92
137
0 22
6065
180
147
0 57
54 8
119
79 0
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 1 0 1 0
0 1 1 0 1 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 3
0 0 0 0 4 0
0 0
0 0
Peak Hour
Count Total 1 0
0 0 1 1 0 0 0 0 2 3
0 1
8:45 AM
0 0 0 0
1 8:30 AM
0 0 0 0 0 0 1
0 1
8:15 AM
0 0 0
0 0 0
0 0 0
0 1 0
1 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 1 0 0 1
0 0
0 0 0
7:00 AM 0 0
RT
12 0
Interval
Start
Adams St Adams St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour
0 0 1 0 0 0 2 3 0 0 3 0

LT TH RT RT LT TH RT
0 3 0 14 0
Peak Hour 0 0 3 0
Count Total 0 0 3 1 0 0 1 0 0 0 2 4 0
0 0 0 0 0 0 0 1 0 0 0 0 3 12
0 0 0 4 9
8:45 AM 0 0 2 0
0 0 0 1 1 0
1 6
8:30 AM 0 0 1 0 0 0 1
0 0 0 0 0 0 0 0 0 0 1 0
0 2 0 4 5
8:15 AM 0 0 0 0
0 0 0 1 1 0
0 2
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 0
7:45 AM 0 0 0 0
0 0 0 0 1 0
0 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 0
7:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 0 1 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Adams St Adams St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
19 17
2 16
16 9
9 9
97 0 0 0 15 9 10 20 54
14 39
Peak Hour 0 0 0 0 0 0 0
Count Total 0 0 0 0 0 2 0 1 0 3 27 17
5:45 PM 0 0 0 0 0 1 0 0 0 1 1 2 0 6
0 0 2 3 1 3
2 5:30 PM 0 0 0 0 0 0 0 0
0 0 1 4 1 2
1 8
5:15 PM 0 0 0 0 0 1 0
0 1 0 1 5 2
4 2 5
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 5
0 1 0
9 4:30 PM 0 0 0 0 0 0 0 0
0 0 0 4 1 3
0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 1
HV% - 0% 0% 0% - 0% 0% 0%
4 6
4:15 PM 0 0 0 0 0 0 0
0 0 0 0 5 4
West North South
4:00 PM 0 0 0
0 27 0 44 31 15 1 14 67 96 0 16 81
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% 0% - 0% 0% 0% 0%
Peak
Hour
All 0 7 29
31 1 25 129 157 0
0 0 0 0 0 0 0 0 0 0 0 0
4 432 0
HV 0 0 0 0 0
Count Total 0 11 50 35 0 81 62 27 136 6 751 0
0 5 4 5 0 1 22 13 0 4 13 0 70 319
2 16 0 65 347
5:45 PM 0 0 2 1
3 0 2 10 14 0
88 383
5:30 PM 0 0 4 1 0 8 5
0 11 9 4 0 4 17 15 0 3 14 1
2 12 1 96 409
5:15 PM 0 2 5 3
4 0 4 13 19 0
98 432
5:00 PM 0 2 10 3 0 13 13
0 10 10 3 0 2 14 21 0 6 13 0
1 21 0 101 0
4:45 PM 0 0 10 9
2 0 3 18 23 0
114 0
4:30 PM 0 4 5 7 0 9 8
0 10 4 4 0 6 20 29 0 2 23 3
7 24 1 119 0
4:15 PM 0 3 6 4
4:00 PM 0 0 8 7 0 15 9 6 1 3 15 23 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Adams St Adams St Oak Ave Oak Ave
15-min
Total

UT LT TH RT
Date: 04/18/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.79
TOTAL 0.0% 0.91
TH RT
WB 0.0% 0.75
NB 0.0% 0.81
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 0.0% 0.83
0 0
0 0
00 00
0 0
0 0
10 20
9 15
N
Oak Ave
Adams St
Adams St
Oak Ave
Adams St Oak Ave
TEV: 432
PHF: 0.91
4 81
16 101
89 0
15 31
44 90
141
0 14
6796
153
178
1 27
29 7
63 49
0 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 2 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
0 0 1 0 3 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 1 0 0 0 0 0 1 3
0 2
5:45 PM
0 0 0 0
2 5:30 PM
0 0 0 0 0 0 1
1 1
5:15 PM
0 0 1
0 1 0
0 0 0
0 0 0
0 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 0 0
RT
0 0
Interval
Start
Adams St Adams St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
9 13
8 4
15 9
4 4
66 0 0 0 9 7 6 10 32
11 23
Peak Hour 0 1 3 2 6 0 0
Count Total 0 1 5 5 11 3 0 2 0 5 23 9
1:45 PM 0 0 1 0 1 0 0 0 0 0 3 0 0 1
0 0 1 0 1 2
0 1:30 PM 0 0 1 0 1 0 0 0
0 0 0 1 5 3
2 7
1:15 PM 0 1 1 1 3 0 0
0 0 0 0 4 2
0 0 2
1:00 PM 0 0 0 1 1 0
0 0 0 0 0 2
2 2 1
6 12:30 PM 0 0 0 1 1 0 0 0
0 0 1 5 0 2
0 2 2
EB WB NB SB Total East
12:45 PM 0 0 0 2 2
0 0 3
HV% - 0% 0% 0% - - 0% 0%
1 4
12:15 PM 0 0 0 0 0 1 0
0 2 0 4 4 0
West North South
12:00 PM 0 0 2
0 4 0 40 16 9 0 8 64 62 0 7 44
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 11% 5% - 14% 2% 0% 2%
Peak
Hour
All 0 2 19
29 0 17 127 109 0
0 1 0 0 0 3 0 1 1 0 6 0
2 277 0
HV 0 0 0 0 0
Count Total 0 2 38 13 1 60 30 21 93 3 543 0
0 14 3 2 0 2 24 21 0 2 13 0 85 277
2 12 0 77 261
1:45 PM 0 0 3 1
3 0 2 18 17 0
65 240
1:30 PM 0 0 8 1 0 8 6
0 12 3 3 0 1 12 14 0 2 11 2
1 8 0 50 248
1:15 PM 0 1 3 1
1 0 3 10 10 0
69 266
1:00 PM 0 1 5 1 0 6 4
0 6 2 5 0 3 15 8 0 4 18 1
3 13 0 56 0
12:45 PM 0 0 6 1
4 0 1 14 9 0
73 0
12:30 PM 0 0 4 3 0 4 1
0 2 9 9 0 3 14 15 0 4 9 0
3 9 0 68 0
12:15 PM 0 0 5 3
12:00 PM 0 0 4 2 1 8 2 2 0 2 20 15 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Adams St Adams St Oak Ave Oak Ave
15-min
Total

UT LT TH RT
Date: 04/20/2024
Peak Hour Count Period: 12:00 PM 2:00 PM
SB 3.8% 0.88
TOTAL 2.2% 0.81
TH RT
WB 1.5% 0.86
NB 2.2% 0.71
Peak Hour: 1:00 PM 2:00 PM
HV %: PHF
EB 0.0% 0.69
0 0
0 0
00 00
0 0
0 0
6 10
7 9
N
Oak Ave
Adams St
Adams St
Oak Ave
Adams St Oak Ave
TEV: 277
PHF: 0.81
2 44
7 53
75 0
9 16
40 65
88 0
6462
8 88
134
0 4
19 2
25 26
0 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 3 0 0 0
0 0 2 0
0 0
0 0 1
0 LT TH
0 0 2 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0
2 0 0 0 5 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 0
0 0
1:45 PM
0 0 0 0
0 1:30 PM
0 0 0 0 0 0 0
0 1
1:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
5 1:00 PM
0 0 0 0
0 0
12:45 PM
0 0 0 0
0 12:30 PM
12:15 PM 0 0 0 0 0 0 0 1
0 0
0 0 0
12:00 PM 4 0
RT
6 0
Interval
Start
Adams St Adams St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour
0 0 0 1 0 0 0 3 0 1 1 0

LT TH RT RT LT TH RT
1 4 0 11 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 1 0 0 1 4 0
0 0 0 0 0 0 0 1 0 0 0 0 1 6
0 0 0 1 7
1:45 PM 0 0 0 0
0 0 0 0 1 0
3 7
1:30 PM 0 0 0 0 0 0 0
0 0 0 1 0 0 0 1 0 0 1 0
1 0 0 1 4
1:15 PM 0 0 0 0
0 0 0 0 0 0
2 5
1:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 2 0
0 1 0 1 0
12:45 PM 0 0 0 0
0 0 0 0 0 0
0 0
12:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 2 0
12:15 PM 0 0 0 0
0 0 0 1 1 0
TH RT
12:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
2 2
7 2
9 5
6 12
45 0 1 3 16 3 12 1 32
14 5
Peak Hour 1 4 10 3 18 2 0
Count Total 1 5 12 4 22 2 0 0 1 3 20 6
8:45 AM 0 0 4 0 4 1 0 0 1 2 6 1 5 0
0 0 2 1 3 0
1 8:30 AM 0 1 1 0 2 0 0 0
0 0 0 2 1 1
3 0
8:15 AM 1 1 2 2 6 0 0
0 0 0 1 6 0
0 0 0
8:00 AM 0 2 3 1 6 1
0 0 0 0 0 2
2 1 3
0 7:30 AM 0 0 2 0 2 0 0 0
0 0 0 1 0 1
1 2 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
0 0 1
HV% - 0% 0% 3% - - 0% 5%
0 1
7:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 1
West North South
7:00 AM 0 1 0
2 33 0 4 51 65 0 12 64 13 0 41 98
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
50% 2% 2% 54% - 2% 1% 5% 4%
Peak
Hour
All 0 33 53
99 0 22 103 17 0
1 1 0 0 3 7 0 1 1 1 18 0
22 489 0
HV 0 0 0 1 0
Count Total 0 50 72 48 0 7 92 47 137 28 722 0
0 2 10 12 0 7 17 5 0 4 20 3 96 489
5 29 3 121 480
8:45 AM 0 6 4 6
15 0 3 16 3 0
170 420
8:30 AM 0 8 20 13 0 1 5
0 1 20 22 0 0 16 2 0 23 35 10
9 14 6 102 295
8:15 AM 0 16 16 9
16 0 2 15 3 0
87 233
8:00 AM 0 3 13 5 0 0 16
0 1 8 16 0 5 17 2 0 2 15 4
1 11 0 61 0
7:45 AM 0 10 3 4
6 0 3 16 1 0
45 0
7:30 AM 0 2 6 4 0 0 11
0 0 11 8 0 1 4 1 0 1 7 1
2 6 1 40 0
7:15 AM 0 3 5 3
7:00 AM 0 2 5 4 0 2 11 4 0 1 2 0 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Spring St Spring St Oak Ave Oak Ave
15-min
Total

UT LT TH RT
Date: 04/18/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.9% 0.59
TOTAL 3.7% 0.72
TH RT
WB 3.3% 0.70
NB 11.2% 0.77
Peak Hour: 8:00 AM 9:00 AM
HV %: PHF
EB 0.8% 0.73
1 1
0 0
10 00
0 0
0 0
12 1
3 16
N
Oak Ave
Spring St
Spring St
Oak Ave
Spring St Oak Ave
TEV: 489
PHF: 0.72
22 98
41 161
162
0 65
51 4
120
107
0 12
6413
135
89 0
33 53
33 119
85 0
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 1 1 0 0 0
0 1 1 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 1
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 1 0 3
0 0 0 0 3 0
0 0
0 1
Peak Hour
Count Total 0 1
0 0 0 1 0 0 0 0 2 3
0 1
8:45 AM
0 0 0 0
1 8:30 AM
0 0 0 0 0 0 0
1 1
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 8:00 AM
0 0 0 0
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
18 0
Interval
Start
Spring St Spring St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour
0 2 1 1 0 0 3 7 0 1 1 1

LT TH RT RT LT TH RT
1 2 1 22 0
Peak Hour 0 0 0 1
Count Total 0 0 0 1 0 2 2 1 0 0 4 8 0
0 0 0 0 0 0 1 3 0 0 0 0 4 18
0 0 0 2 14
8:45 AM 0 0 0 0
0 0 0 0 1 0
6 14
8:30 AM 0 0 0 0 0 1 0
0 1 0 0 0 0 0 2 0 1 1 0
0 0 1 6 8
8:15 AM 0 0 0 1
1 0 0 2 1 0
0 4
8:00 AM 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 2 0
7:45 AM 0 0 0 0
0 0 0 1 1 0
0 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 1 0 2 0
7:15 AM 0 0 0 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 0 0 0 0 1

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Spring St Spring St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
14 10
13 21
14 9
10 14
105
1 0 1 16 8 18 16 58
36 18
Peak Hour 1 1 0 1 3 0 0
Count Total 1 1 0 2 4 0 0 3 0 3 35 16
5:45 PM 0 0 0 0 0 0 0 0 0 0 5 3 4 2
0 0 4 2 4 0
0 5:30 PM 0 0 0 0 0 0 0 0
1 0 1 2 2 5
6 3
5:15 PM 0 0 0 0 0 0 0
0 1 0 1 5 0
5 6 7
5:00 PM 0 1 0 0 1 0
0 0 0 0 0 3
1 5 3
3 4:30 PM 0 0 0 0 0 0 0 0
0 0 0 4 2 1
1 1 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 4
HV% - 0% 0% 2% - - 0% 0%
5 0
4:15 PM 1 0 0 1 2 0 0
0 1 0 1 8 1
West North South
4:00 PM 0 0 0
0 43 0 13 58 36 0 26 83 11 0 24 75
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 2% 0% 0% - 0% 1% 0% 1%
Peak
Hour
All 0 53 29
76 0 53 141 16 1
1 0 0 0 0 0 0 0 1 0 3 0
35 486 0
HV 0 0 0 1 0
Count Total 0 81 64 80 1 18 114 44 153 58 900 0
1 1 17 10 0 7 13 0 1 4 8 5 101 425
1 17 4 86 421
5:45 PM 0 9 13 12
8 0 8 12 0 0
105 463
5:30 PM 0 3 8 8 0 1 16
0 3 15 11 0 5 17 1 0 7 20 7
12 20 6 133 486
5:15 PM 0 4 6 9
14 0 8 21 3 0
97 475
5:00 PM 0 10 7 11 0 3 18
0 1 13 2 0 3 18 2 0 2 14 11
4 24 7 128 0
4:45 PM 0 15 5 11
7 0 9 21 3 0
128 0
4:30 PM 0 17 11 6 0 4 15
0 5 12 13 0 6 23 3 0 6 17 11
8 33 7 122 0
4:15 PM 0 11 6 15
4:00 PM 0 12 8 8 0 0 8 11 0 7 16 4 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Spring St Spring St Oak Ave Oak Ave
15-min
Total

UT LT TH RT
Date: 04/18/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.7% 0.88
TOTAL 0.6% 0.91
TH RT
WB 0.9% 0.76
NB 0.0% 0.91
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 0.8% 0.92
0 0
0 0
00 00
1 0
0 0
18 16
8 16
N
Oak Ave
Spring St
Spring St
Oak Ave
Spring St Oak Ave
TEV: 486
PHF: 0.91
35 75
24 134
172
0 36
58 13
107
64 0
26 8311
131
120
0 43
29 53
125
119
0 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 1 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 1 0 0 0 1
1 1 1 0 3 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 2
0 2
5:45 PM
0 0 0 0
2 5:30 PM
0 1 0 0 0 0 1
1 1
5:15 PM
0 0 1
0 0 0
0 0 0
0 0 0
1 5:00 PM
0 0 0 0
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
4:00 PM 1 0
RT
3 0
Interval
Start
Spring St Spring St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour
0 0 1 0 0 0 0 0 0 0 1 0

LT TH RT RT LT TH RT
0 2 0 4 0
Peak Hour 0 0 0 1
Count Total 0 0 0 1 0 0 1 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 1
0 0 0 0 1
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 1
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 3
5:15 PM 0 0 0 0
0 0 0 0 0 0
0 3
5:00 PM 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
2 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 1 0 1 0
4:15 PM 0 0 0 1
0 0 0 0 0 0
TH RT
4:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

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Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
11 14
18 23
18 3
12 10
109
5 0 6 17 8 15 16 56
34 31
Peak Hour 1 0 0 1 2 1 0
Count Total 1 2 2 2 7 3 4 7 2 16 30 14
1:45 PM 0 0 1 0 1 0 4 0 0 4 3 2 3 2
0 4 7 0 3 2
0 1:30 PM 0 0 0 0 0 0 0 4
1 0 1 1 2 0
5 9
1:15 PM 0 0 0 0 0 0 0
0 0 0 0 4 0
6 7 5
1:00 PM 1 0 0 0 1 0
1 0 0 0 1 5
1 6 2
7 12:30 PM 0 0 0 0 0 0 0 0
0 0 0 0 1 6
1 3 2
EB WB NB SB Total East
12:45 PM 0 0 0 1 1
0 0 9
HV% - 0% 4% 0% 0% - 0% 0%
4 4
12:15 PM 0 1 0 0 1 0 0
0 2 2 6 1 2
West North South
12:00 PM 0 1 1
0 30 2 14 30 30 0 18 68 8 0 22 54
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 0% 0% 0% - 0% 2% 0% 1%
Peak
Hour
All 0 25 24
59 0 33 140 13 0
0 0 0 0 0 0 0 0 1 0 2 0
9 334 0
HV 0 0 1 0 0
Count Total 0 50 53 51 4 22 56 43 96 19 639 0
0 4 6 10 0 1 22 2 0 11 13 5 94 327
5 15 2 84 334
1:45 PM 0 7 8 5
5 0 1 21 0 0
67 311
1:30 PM 0 10 5 9 1 5 5
0 3 5 5 0 2 13 4 0 5 9 4
5 13 1 82 320
1:15 PM 0 5 6 6
10 0 6 13 3 0
101 312
1:00 PM 0 7 8 7 1 0 8
0 6 12 10 0 9 21 1 0 7 17 2
4 10 3 61 0
12:45 PM 0 3 5 8
7 0 3 12 2 0
76 0
12:30 PM 0 2 5 4 1 1 7
1 2 8 6 0 5 19 1 0 3 10 2
3 9 0 74 0
12:15 PM 0 7 5 7
12:00 PM 0 9 11 5 0 1 5 6 0 6 19 0 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Spring St Spring St Oak Ave Oak Ave
15-min
Total

UT LT TH RT
Date: 04/20/2024
Peak Hour Count Period: 12:00 PM 2:00 PM
SB 1.2% 0.82
TOTAL 0.6% 0.83
TH RT
WB 0.0% 0.68
NB 0.0% 0.76
Peak Hour: 12:45 PM 1:45 PM
HV %: PHF
EB 1.3% 0.82
0 1
0 0
00 14
0 0
0 0
15 16
8 17
N
Oak Ave
Spring St
Spring St
Oak Ave
Spring St Oak Ave
TEV: 334
PHF: 0.83
9 54
22 85
123
0 30
30 14
76 56
2 8
18 68
98 94
0 30
24 25
79 57
0 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 4 0
0 1 0 0 0 0
2 1 0 0 4 0
2 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 2 0 0 2 0
1 0 0
0 0
0 0 0
0 0 0
0 LT TH
1 4 0 0 0 0 6
1 6 0 0 16 0
0 0
0 0
Peak Hour
Count Total 0 2
0 0 0 0 0 0 0 0 4 9
4 6
1:45 PM
0 4 0 0
2 1:30 PM
1 0 0 0 0 0 1
0 1
1:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
7 1:00 PM
0 0 0 1
0 0
12:45 PM
0 0 0 0
0 12:30 PM
12:15 PM 0 0 0 0 0 0 0 0
0 0
0 0 0
12:00 PM 6 0
RT
2 0
Interval
Start
Spring St Spring St Oak Ave Oak Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 1 0

LT TH RT RT LT TH RT
0 2 0 7 0
Peak Hour 0 0 1 0
Count Total 0 0 1 0 0 2 0 0 0 0 2 0 0
0 0 0 0 0 0 1 0 0 0 0 0 1 2
0 0 0 0 2
1:45 PM 0 0 0 0
0 0 0 0 0 0
0 2
1:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 3
1:15 PM 0 0 0 0
0 0 0 0 0 0
1 5
1:00 PM 0 0 1 0 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 0 0 0 0
12:45 PM 0 0 0 0
0 0 0 0 0 0
1 0
12:30 PM 0 0 0 0 0 0 0
0 1 0 0 0 0 0 0 0 0 0 0
0 1 0 3 0
12:15 PM 0 0 0 0
0 0 0 1 0 0
TH RT
12:00 PM 0 0 0 0 0 1 0

UT LT TH RT UT LT
Northbound Southbound

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Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
6 2
8 8
4 8
4 5
45 0 1 2 3 8 0 10 21
0 17
Peak Hr 7 0 41 49 97 1 0
Count Total 8 0 79 75 162 1 0 0 1 2 10 18
8:45 AM 5 0 9 10 24 0 0 0 1 1 0 2 0 3
0 0 1 2 0 1
4 8:30 AM 0 0 10 13 23 0 0 0
0 0 0 1 3 0
0 2
8:15 AM 2 0 11 12 25 0 0
0 0 0 1 1 1
3 0 3
8:00 AM 0 0 11 14 25 1
0 0 0 0 0 2
5 0 2
0 7:30 AM 1 0 7 6 14 0 0 0
0 0 0 2 0 0
8 16 0
EB WB NB SB Total East
7:45 AM 0 0 12 5 17
0 0 1
HV% - 21% - 1% - - 2% 8%
0 2
7:15 AM 0 0 11 7 18 0 0
0 0 0 0 2 2
West North South
7:00 AM 0 0 8
0 72 0 0 0 0 0 110 512 0 0 0 426
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - - - - 11% 11% 8%
Peak
Hour
All 0 28 0
0 0 175 967 0 0
0 0 0 2 39 0 0 0 46 3 97 0
27 1,175 0
HV 0 6 0 1 0
Count Total 0 44 0 92 0 0 0 0 835 54 2,167 0
0 0 0 0 0 25 133 0 0 0 122 2 296 1,175
0 107 8 292 1,154
8:45 AM 0 7 0 7
0 0 22 131 0 0
307 1,092
8:30 AM 0 8 0 16 0 0 0
0 0 0 0 0 33 130 0 0 0 99 7
0 98 10 280 1,056
8:15 AM 0 7 0 31
0 0 30 118 0 0
275 992
8:00 AM 0 6 0 18 0 0 0
0 0 0 0 0 20 120 0 0 0 113 12
0 87 7 230 0
7:45 AM 0 5 0 5
0 0 12 115 0 0
271 0
7:30 AM 0 6 0 3 0 0 0
0 0 0 0 0 17 126 0 0 0 113 5
0 96 3 216 0
7:15 AM 0 5 0 5
7:00 AM 0 0 0 7 0 0 0 0 0 16 94 0 0
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Spring St N/A Main St Main St
15-min
Total

UT LT TH RT
SB 10.8% 0.91
TOTAL 8.3% 0.96

UT LT TH RT UT LT TH RT
WB - -
NB 6.6% 0.95
Peak Hour: 8:00 AM 9:00 AM
HV %: PHF
EB 7.0% 0.66
Date: 04/18/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
0 1
1 0 0
0 0
10 8
3 N
Main St
Spring St
Main St
Main St
Spring St
TEV: 1,175
PHF: 0.96
27426 453
540
0 110
512
498
622
0 72
28 100
137
0 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Peak Hour 1 0 0 0 0 0 0 0 0 0 0 1 2 0
Count Total 1 0 0 0 0 0 0 0 0 0 0 1 2 0
0 0 0 0 1 1 2
0 1
8:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 1
8:30 AM 0 0 0 0 0 0
8:15 AM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 1 1
0 8:00 AM 1 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
7:30 AM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
7:15 AM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
7:00 AM 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
97 0
Interval
Start
Spring St N/A Main St Main St
15-min
Total
Rolling
One Hour Eastbound
0 0 0 0 0 2 39 0 0 0 46 3
0 72 3 162 0
Peak Hour 0 6 0 1
Count Total 0 7 0 1 0 0 0 0 0 3 76 0 0
0 0 0 0 0 1 8 0 0 0 10 0 24 97
0 13 0 23 90
8:45 AM 0 4 0 1
0 0 1 9 0 0
25 81
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 11 0 0 0 11 1
0 12 2 25 74
8:15 AM 0 2 0 0
0 0 0 11 0 0
17 65
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 1 11 0 0 0 5 0
0 6 0 14 0
7:45 AM 0 0 0 0
0 0 0 7 0 0
18 0
7:30 AM 0 1 0 0 0 0 0
0 0 0 0 0 0 11 0 0 0 7 0
0 8 0 16 0
7:15 AM 0 0 0 0
0 0 0 8 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Spring St N/A Main St Main St
15-min
Total
Rolling
One Hour Eastbound Westbound
Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
34 35
28 39
35 41
22 17
251
0 0 0 37 47 0 59 143
0 95
Peak Hr 1 0 12 11 24 0 0
Count Total 1 0 20 29 50 0 0 0 1 1 70 86
5:45 PM 0 0 0 1 1 0 0 0 0 0 5 8 0 4
0 0 11 8 0 3
15 5:30 PM 0 0 3 5 8 0 0 0
0 0 0 9 17 0
0 17
5:15 PM 0 0 2 2 4 0 0
0 0 0 0 9 9
15 0 16
5:00 PM 0 0 2 2 4 0
0 0 0 0 0 8
6 0 11
16 4:30 PM 1 0 7 1 9 0 0 0
0 0 0 7 12 0
10 11 0
EB WB NB SB Total East
4:45 PM 0 0 1 6 7
0 0 11
HV% - 0% - 2% - - 3% 2%
0 13
4:15 PM 0 0 4 2 6 0 0
0 0 1 1 10 11
West North South
4:00 PM 0 0 1
0 51 0 0 0 0 0 76 510 0 0 0 471
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - - - - 2% 0% 2%
Peak
Hour
All 0 22 0
0 0 166 1,009 0 0
0 0 0 2 10 0 0 0 11 0 24 0
31 1,161 0
HV 0 0 0 1 0
Count Total 0 37 0 102 0 0 0 0 889 64 2,267 0
0 0 0 0 0 27 120 0 0 0 91 16 272 1,147
0 98 9 263 1,144
5:45 PM 0 3 0 15
0 0 20 125 0 0
313 1,161
5:30 PM 0 4 0 7 0 0 0
0 0 0 0 0 21 127 0 0 0 140 11
0 130 6 299 1,118
5:15 PM 0 2 0 12
0 0 21 119 0 0
269 1,120
5:00 PM 0 6 0 17 0 0 0
0 0 0 0 0 14 135 0 0 0 101 6
0 100 8 280 0
4:45 PM 0 5 0 8
0 0 20 129 0 0
270 0
4:30 PM 0 9 0 14 0 0 0
0 0 0 0 0 21 119 0 0 0 107 5
0 122 3 301 0
4:15 PM 0 5 0 13
4:00 PM 0 3 0 16 0 0 0 0 0 22 135 0 0
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Spring St N/A Main St Main St
15-min
Total

UT LT TH RT
SB 2.2% 0.83
TOTAL 2.1% 0.93

UT LT TH RT UT LT TH RT
WB - -
NB 2.0% 0.98
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 1.4% 0.79
Date: 04/18/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
0 0
0 0 0
0 0
59 47
37 N
Main St
Spring St
Main St
Main St
Spring St
TEV: 1,161
PHF: 0.93
31471 502
532
0 510
76 522
586
0 51
22 73
107
0 Project Manager: (415) 310-6469 [email protected]

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Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 1 0 1 0
0 0 0 0 0 0 0
0 0
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:30 PM 0 0 0 0 0 0
5:15 PM 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
4:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
1 0 1 0
4:15 PM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
4:00 PM 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
24 0
Interval
Start
Spring St N/A Main St Main St
15-min
Total
Rolling
One Hour Eastbound
0 0 0 0 0 2 10 0 0 0 11 0
0 29 0 50 0
Peak Hour 0 0 0 1
Count Total 0 0 0 1 0 0 0 0 0 2 18 0 0
0 0 0 0 0 0 0 0 0 0 1 0 1 17
0 5 0 8 23
5:45 PM 0 0 0 0
0 0 0 3 0 0
4 24
5:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 2 0
0 2 0 4 26
5:15 PM 0 0 0 0
0 0 1 1 0 0
7 33
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 6 0
0 1 0 9 0
4:45 PM 0 0 0 0
0 0 1 6 0 0
6 0
4:30 PM 0 0 0 1 0 0 0
0 0 0 0 0 0 4 0 0 0 2 0
0 10 0 11 0
4:15 PM 0 0 0 0
0 0 0 1 0 0
TH RT
4:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Spring St N/A Main St Main St
15-min
Total
Rolling
One Hour Eastbound Westbound
Project Manager: (415) 310-6469 [email protected]

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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
107
114
115
130
111
132
160
156
1,025
0 4 4 131 202 0 155 488
2 330
Peak Hr 2 0 4 7 13 0 0
Count Total 2 0 12 18 32 0 0 0 4 4 238 455
1:45 PM 0 0 1 2 3 0 0 0 0 0 38 55 0 63
0 0 40 66 2 52
47 1:30 PM 0 0 2 3 5 0 0 0
0 2 2 44 41 0
0 30
1:15 PM 0 0 1 1 2 0 0
0 0 1 1 31 50
70 0 31
1:00 PM 2 0 2 4 8 0
0 0 0 1 1 29
41 0 47
26 12:30 PM 0 0 1 1 2 0 0 0
0 0 0 19 69 0
3 7 0
EB WB NB SB Total East
12:45 PM 0 0 0 1 1
0 0 27
HV% - 0% - 5% - - 0% 1%
0 34
12:15 PM 0 0 1 3 4 0 0
0 0 0 0 10 63
West North South
12:00 PM 0 0 4
0 43 0 0 0 0 0 58 514 0 0 0 505
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- - - - - - 1% 0% 1%
Peak
Hour
All 0 16 0
0 0 89 1,030 0 0
0 0 0 0 4 0 0 0 7 0 13 0
29 1,165 0
HV 0 0 0 2 0
Count Total 0 41 0 77 0 0 0 0 986 68 2,291 0
0 0 0 0 0 5 131 0 0 0 117 12 288 1,149
0 120 7 274 1,159
1:45 PM 0 10 0 13
0 0 9 123 0 0
285 1,165
1:30 PM 0 9 0 6 0 0 0
0 0 0 0 0 8 129 0 0 0 129 6
0 133 4 302 1,161
1:15 PM 0 4 0 9
0 0 15 134 0 0
298 1,142
1:00 PM 0 4 0 12 0 0 0
0 0 0 0 0 19 127 0 0 0 121 10
0 122 9 280 0
12:45 PM 0 6 0 15
0 0 16 124 0 0
281 0
12:30 PM 0 2 0 7 0 0 0
0 0 0 0 0 10 120 0 0 0 129 13
0 115 7 283 0
12:15 PM 0 4 0 5
12:00 PM 0 2 0 10 0 0 0 0 0 7 142 0 0
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Spring St N/A Main St Main St
15-min
Total

UT LT TH RT
SB 1.3% 0.97
TOTAL 1.1% 0.96

UT LT TH RT UT LT TH RT
WB - -
NB 0.7% 0.96
Peak Hour: 12:30 PM 1:30 PM
HV %: PHF
EB 3.4% 0.70
Date: 04/20/2024
Peak Hour Count Period: 12:00 PM 2:00 PM
0 0
0 4 0
0 0
155
202
131
N
Main St
Spring St
Main St
Main St
Spring St
TEV: 1,165
PHF: 0.96
29505 534
530
0 514
58 548
572
0 43
16 59
87 0
Project Manager: (415) 310-6469 [email protected]

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www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any.

Peak Hour 0 0 0 0 0 0 0 0 0 0 4 0 4 0
Count Total 0 0 0 0 0 0 0 0 0 0 4 0 4 0
0 0 0 0 0 0 3
0 4
1:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 2 4
1:30 PM 0 0 0 0 0 0
1:15 PM 0 0 0 0 0 0 0 0 0 0 2
0 0 1 0 1 2
1 1:00 PM 0 0 0 0 0 0 0 0
0 0 0 1 0 1
0 0
12:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
12:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0
12:15 PM 0 0 0 0 0
0 0 0 0 0 0

TH RT LT TH RT
12:00 PM 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
13 0
Interval
Start
Spring St N/A Main St Main St
15-min
Total
Rolling
One Hour Eastbound
0 0 0 0 0 0 4 0 0 0 7 0
0 17 1 32 0
Peak Hour 0 0 0 2
Count Total 0 0 0 2 0 0 0 0 0 0 12 0 0
0 0 0 0 0 0 1 0 0 0 2 0 3 18
0 3 0 5 16
1:45 PM 0 0 0 0
0 0 0 2 0 0
2 13
1:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 1 0
0 4 0 8 15
1:15 PM 0 0 0 0
0 0 0 2 0 0
1 14
1:00 PM 0 0 0 2 0 0 0
0 0 0 0 0 0 0 0 0 0 1 0
0 1 0 2 0
12:45 PM 0 0 0 0
0 0 0 1 0 0
4 0
12:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 2 1
0 3 0 7 0
12:15 PM 0 0 0 0
0 0 0 4 0 0
TH RT
12:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Spring St N/A Main St Main St
15-min
Total
Rolling
One Hour Eastbound Westbound
Project Manager: (415) 310-6469 [email protected]

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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
7 3
3 5
5 2
4 11
40 0 0 1 1 1 16 4 22
25 10
Peak Hour 4 4 0 3 11 0 1
Count Total 7 6 0 6 19 1 1 0 0 2 3 2
8:45 AM 2 0 0 1 3 0 0 0 0 0 1 0 9 1
0 0 0 1 2 1
0 8:30 AM 1 2 0 0 3 0 0 0
0 0 1 0 0 2
3 2
8:15 AM 1 1 0 1 3 0 1
0 0 0 0 0 0
0 4 1
8:00 AM 0 1 0 1 2 0
0 0 0 0 0 0
1 0 2
2 7:30 AM 1 0 0 1 2 1 0 0
0 0 0 1 0 0
0 1 0
EB WB NB SB Total East
7:45 AM 1 1 0 1 3
0 1 0
HV% - 5% 3% - - - 0% -
5 1
7:15 AM 1 0 0 1 2 0 0
0 0 0 0 1 0
West North South
7:00 AM 0 1 0
0 0 0 0 276 69 0 2 0 1 0 21 1
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- 1% 0% 0% - 0% 0% 7% 2%
Peak
Hour
All 0 22 107
96 0 3 0 1 0
4 0 0 0 0 0 0 0 0 3 11 0
46 545 0
HV 0 1 3 0 0
Count Total 0 32 157 0 0 0 432 27 1 72 821 0
0 0 54 22 0 0 0 0 0 4 0 15 117 545
5 1 8 140 519
8:45 AM 0 6 16 0
18 0 1 0 1 0
141 440
8:30 AM 0 8 32 0 0 0 66
0 0 72 18 0 1 0 0 0 10 0 12
2 0 11 147 365
8:15 AM 0 1 27 0
11 0 0 0 0 0
91 276
8:00 AM 0 7 32 0 0 0 84
0 0 50 13 0 0 0 0 0 1 0 13
2 0 4 61 0
7:45 AM 0 2 12 0
5 0 1 0 0 0
66 0
7:30 AM 0 2 17 0 0 0 30
0 0 43 5 0 0 0 0 0 2 0 6
1 0 3 58 0
7:15 AM 0 2 8 0
7:00 AM 0 4 13 0 0 0 33 4 0 0 0 0 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Pope St Pope St Driveway Church St
15-min
Total

UT LT TH RT
Date: 04/18/2024
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 4.4% 0.77
TOTAL 2.0% 0.93
TH RT
WB 1.2% 0.91
NB 0.0% 0.38
Peak Hour: 8:00 AM 9:00 AM
HV %: PHF
EB 3.1% 0.81
0 0
0 0
00 00
0 0
1 0
16 4
1 1
N
Church St
Pope St
Pope St
Driveway
Pope St Church St
TEV: 545
PHF: 0.93
46 1
21 68
91 0
69 276
0 345
129
0 2
01 1
3 0
0 107
22 129
324
0 Project Manager: (415) 310-6469 [email protected]

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www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 1 0
1 0 0 0 1 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 1
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 1
0 0 0 0 2 0
0 0
0 0
Peak Hour
Count Total 0 0
0 0 0 0 0 0 0 0 0 1
0 1
8:45 AM
0 0 0 0
2 8:30 AM
0 0 0 0 0 0 1
0 1
8:15 AM
0 0 0
0 0 0
0 0 0
0 1 0
1 8:00 AM
0 0 0 0
1 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
0 0
0 0 0
7:00 AM 0 0
RT
11 0
Interval
Start
Pope St Pope St Driveway Church St
15-min
Total
Rolling
One Hour
0 0 4 0 0 0 0 0 0 0 0 3

LT TH RT RT LT TH RT
1 0 5 19 0
Peak Hour 0 1 3 0
Count Total 0 1 6 0 0 0 5 1 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 1 3 11
0 0 0 3 11
8:45 AM 0 0 2 0
0 0 0 0 0 0
3 10
8:30 AM 0 1 0 0 0 0 2
0 0 1 0 0 0 0 0 0 0 0 1
0 0 1 2 9
8:15 AM 0 0 1 0
0 0 0 0 0 0
3 8
8:00 AM 0 0 0 0 0 0 1
0 0 1 0 0 0 0 0 0 0 0 1
1 0 0 2 0
7:45 AM 0 0 1 0
0 0 0 0 0 0
2 0
7:30 AM 0 0 1 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 1
0 0 0 1 0
7:15 AM 0 0 1 0
1 0 0 0 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Pope St Pope St Driveway Church St
15-min
Total
Rolling
One Hour Eastbound Westbound
Eastbound Westbound Northbound Southbound
Project Manager: (415) 310-6469 [email protected]

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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
7 4
8 4
14 7
3 1
48 0 3 4 1 1 15 6 23
28 13
Peak Hour 2 0 0 0 2 0 1
Count Total 3 2 0 2 7 0 2 0 4 6 4 3
5:45 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 1
1 1 0 1 1 1
1 5:30 PM 0 1 0 0 1 0 0 0
0 0 1 0 0 6
6 4
5:15 PM 1 0 0 0 1 0 1
0 0 0 0 3 1
0 1 3
5:00 PM 0 1 0 0 1 0
0 1 0 1 2 0
0 6 1
1 4:30 PM 1 0 0 0 1 0 0 0
0 1 1 0 0 3
0 1 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 1
HV% - 3% 1% - - - - -
5 1
4:15 PM 0 0 0 0 0 0 0
0 0 1 1 0 1
West North South
4:00 PM 1 0 0
0 0 0 0 200 48 0 0 0 0 0 41 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
- 0% 0% - - 0% - 0% 0%
Peak
Hour
All 0 36 111
77 0 2 0 0 0
0 0 0 0 0 0 0 0 0 0 2 0
78 514 0
HV 0 1 1 0 0
Count Total 0 59 201 1 0 0 373 80 0 147 940 0
0 0 40 5 0 0 0 0 0 4 0 13 88 426
10 0 20 97 465
5:45 PM 0 5 20 1
8 0 0 0 0 0
123 482
5:30 PM 0 4 15 0 0 0 40
0 0 47 8 0 2 0 0 0 11 0 18
14 0 18 118 493
5:15 PM 0 7 30 0
8 0 0 0 0 0
127 514
5:00 PM 0 7 25 0 0 0 46
0 0 38 17 0 0 0 0 0 9 0 19
6 0 16 114 0
4:45 PM 0 10 34 0
9 0 0 0 0 0
134 0
4:30 PM 0 9 21 0 0 0 53
0 0 58 13 0 0 0 0 0 14 0 18
12 0 25 139 0
4:15 PM 0 7 24 0
4:00 PM 0 10 32 0 0 0 51 9 0 0 0 0 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Pope St Pope St Driveway Church St
15-min
Total

UT LT TH RT
Date: 04/18/2024
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.80
TOTAL 0.4% 0.92
TH RT
WB 0.0% 0.87
NB - -
Peak Hour: 4:00 PM 5:00 PM
HV %: PHF
EB 1.4% 0.84
0 0
0 0
03 00
0 1
0 0
15 6
1 1
N
Church St
Pope St
Pope St
Driveway
Pope St Church St
TEV: 514
PHF: 0.92
78 0
41 119
84 0
48 200
0 248
152
0 0
00 0
0 0
0 111
36 147
278
0 Project Manager: (415) 310-6469 [email protected]

Page 347 of 1051 ends

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
1 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 1
0 0 0 0 0 2
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 1 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 3 0 0 4
0 0 0 0 6 0
0 0
0 0
Peak Hour
Count Total 4 0
0 0 0 0 0 0 0 0 0 2
1 4
5:45 PM
0 0 0 1
3 5:30 PM
0 0 0 0 0 0 1
0 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 1
4 5:00 PM
0 0 0 2
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 1 0 0 1
0 0
0 0 1
4:00 PM 1 0
RT
2 0
Interval
Start
Pope St Pope St Driveway Church St
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
0 0 2 7 0
Peak Hour 0 1 1 0
Count Total 0 1 2 0 0 0 2 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 2 2 5
0 0 0 1 3
5:45 PM 0 0 0 0
0 0 0 0 0 0
1 3
5:30 PM 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 2
5:15 PM 0 0 1 0
0 0 0 0 0 0
0 2
5:00 PM 0 0 0 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
0 0
4:30 PM 0 0 1 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 1 0
4:15 PM 0 0 0 0
0 0 0 0 0 0
TH RT
4:00 PM 0 1 0 0 0 0 0

UT LT TH RT UT LT
Northbound Southbound

Page 348 of 1051 ends

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to
to
Two-Hour Count Summaries
Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count.

Total
2 4
5 8
4 8
2 2
35 0 0 3 0 2 10 7 19
21 11
Peak Hour 3 2 0 0 5 1 2
Count Total 5 4 0 0 9 7 3 0 2 12 1 2
1:45 PM 0 1 0 0 1 3 1 0 0 4 0 0 0 2
0 0 0 0 1 1
1 1:30 PM 1 0 0 0 1 0 0 0
0 2 5 1 0 6
4 0
1:15 PM 0 1 0 0 1 3 0
0 0 0 0 0 0
1 4 3
1:00 PM 1 0 0 0 1 0
0 0 0 0 0 0
0 3 2
1 12:30 PM 1 0 0 0 1 0 2 0
0 0 0 0 0 3
0 2 1
EB WB NB SB Total East
12:45 PM 0 1 0 0 1
0 2 0
HV% - 6% 3% - 0% - 0% -
0 1
12:15 PM 1 0 0 0 1 0 0
0 0 0 1 0 1
West North South
12:00 PM 1 1 0
0 0 1 1 166 25 0 1 0 0 0 19 0
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
0% 1% 0% - - 0% - 0% 1%
Peak
Hour
All 0 18 80
56 0 1 0 1 0
2 0 0 0 0 0 0 0 0 0 5 0
46 357 0
HV 0 1 2 0 0
Count Total 1 37 157 0 1 1 319 45 0 92 711 0
0 0 46 12 0 0 0 0 0 11 0 11 106 354
4 0 7 77 338
1:45 PM 0 5 21 0
6 0 0 0 1 0
94 328
1:30 PM 1 8 17 0 0 0 33
0 0 41 6 0 0 0 0 0 9 0 13
2 0 15 77 334
1:15 PM 0 4 21 0
7 0 0 0 0 0
90 357
1:00 PM 0 2 18 0 0 0 33
0 1 39 5 0 0 0 0 0 9 0 11
3 0 8 67 0
12:45 PM 0 8 17 0
7 0 0 0 0 0
100 0
12:30 PM 0 4 10 0 0 0 35
0 0 45 6 0 1 0 0 0 5 0 16
2 0 11 100 0
12:15 PM 0 4 23 0
12:00 PM 0 2 30 0 1 0 47 7 0 0 0 0 0

UT LT TH RT UT LT
Rolling
One Hour Eastbound Westbound Northbound Southbound

UT LT TH RT
Interval
Start
Pope St Pope St Driveway Church St
15-min
Total

UT LT TH RT
Date: 04/20/2024
Peak Hour Count Period: 12:00 PM 2:00 PM
SB 0.0% 0.77
TOTAL 1.4% 0.89
TH RT
WB 1.0% 0.88
NB 0.0% 0.25
Peak Hour: 12:00 PM 1:00 PM
HV %: PHF
EB 3.1% 0.77
0 1
0 0
00 00
0 0
2 0
10 7
2 0
N
Church St
Pope St
Pope St
Driveway
Pope St Church St
TEV: 357
PHF: 0.89
46 0
19 65
43 0
25 166
1 193
100
1 1
00 1
1 0
0 80
18 98
213
0 Project Manager: (415) 310-6469 [email protected]

Page 349 of 1051 ends

www.idaxdata.com
Two-Hour Count Summaries - Heavy Vehicles
Two-Hour Count Summaries - Bikes
Note: U-Turn volumes for bikes are included in Left-Turn, if any. 0 0
0 0 0
0 0 0
0 0 0
0 1 0
0 1 0 0 2 0
0 7 0 0 3 0
0 1 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 0 0
0 LT TH
0 0 0 0 0 0 3
0 0 0 0 12 0
0 0
0 0
Peak Hour
Count Total 2 0
0 0 3 0 0 0 0 0 4 9
0 5
1:45 PM
0 0 0 0
7 1:30 PM
0 0 0 2 0 0 5
0 2
1:15 PM
0 0 0
0 3 0
0 0 0
0 0 0
3 1:00 PM
0 0 0 0
2 0
12:45 PM
0 0 0 0
0 12:30 PM
12:15 PM 0 0 0 0 0 0 0 0
2 0
0 0 0
12:00 PM 1 0
RT
5 0
Interval
Start
Pope St Pope St Driveway Church St
15-min
Total
Rolling
One Hour
0 0 2 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
0 0 0 9 0
Peak Hour 0 1 2 0
Count Total 0 2 3 0 0 0 4 0 0 0 0 0 0
0 0 1 0 0 0 0 0 0 0 0 0 1 4
0 0 0 1 4
1:45 PM 0 0 0 0
0 0 0 0 0 0
1 4
1:30 PM 0 1 0 0 0 0 0
0 0 1 0 0 0 0 0 0 0 0 0
0 0 0 1 4
1:15 PM 0 0 0 0
0 0 0 0 0 0
1 5
1:00 PM 0 0 1 0 0 0 0
0 0 1 0 0 0 0 0 0 0 0 0
0 0 0 1 0
12:45 PM 0 0 0 0
0 0 0 0 0 0
1 0
12:30 PM 0 1 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 2 0
12:15 PM 0 0 1 0
0 0 0 0 0 0
TH RT
12:00 PM 0 0 1 0 0 0 1

UT LT TH RT UT LT
Northbound Southbound

Page 350 of 1051 ends

X
Appendix C. Operations and
Warrants Worksheets

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HCM 7th TWSC Saint Helena Streets Master Plan
4: Hudson Ave & Madrona Ave Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 24 3 44 30 6 18
Future Vol, veh/h 24 3 44 30 6 18
Conflicting Peds, #/hr 0 9 9 0 1 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 76 76 76 76 76 76
Heavy Vehicles, % 6 6 6 6 6 6
Mvmt Flow 32 4 58 39 8 24
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 45 0 199 43
Stage 1 - - - - 43 -
Stage 2 - - - - 156 -
Critical Hdwy - - 4.16 - 6.46 6.26
Critical Hdwy Stg 1 - - - - 5.46 -
Critical Hdwy Stg 2 - - - - 5.46 -
Follow-up Hdwy - - 2.254 - 3.554 3.354
Pot Cap-1 Maneuver - - 1538 - 781 1017
Stage 1 - - - - 970 -
Stage 2 - - - - 862 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1525 - 743 1008
Mov Cap-2 Maneuver - - - - 743 -
Stage 1 - - - - 961 -
Stage 2 - - - - 828 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 4.43 9.03

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 926 - - 1070 -
HCM Lane V/C Ratio 0.034 - - 0.038 -
HCM Ctrl Dly (s/v) 9 - - 7.5 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0.1 -

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HCM 7th TWSC Saint Helena Streets Master Plan
5: Valley View St & Spring St Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 8.3
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 38 19 165 41 24 207
Future Vol, veh/h 38 19 165 41 24 207
Conflicting Peds, #/hr 0 3 3 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 69 69 69 69 69 69
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 55 28 239 59 35 300
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 86 0 610 72
Stage 1 - - - - 72 -
Stage 2 - - - - 538 -
Critical Hdwy - - 4.14 - 6.44 6.24
Critical Hdwy Stg 1 - - - - 5.44 -
Critical Hdwy Stg 2 - - - - 5.44 -
Follow-up Hdwy - - 2.236 - 3.536 3.336
Pot Cap-1 Maneuver - - 1498 - 455 985
Stage 1 - - - - 946 -
Stage 2 - - - - 582 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1494 - 378 982
Mov Cap-2 Maneuver - - - - 378 -
Stage 1 - - - - 943 -
Stage 2 - - - - 485 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 6.3 12.06

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 842 - - 1442 -
HCM Lane V/C Ratio 0.397 - - 0.16 -
HCM Ctrl Dly (s/v) 12.1 - - 7.9 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 1.9 - - 0.6 -

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HCM 7th AWSC Saint Helena Streets Master Plan
6: Crane Ave/Valley View St & Grayson Ave Existing Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 10.2
Intersection LOS B
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 20 133 103 34 162 64
Future Vol, veh/h 20 133 103 34 162 64
Peak Hour Factor 0.72 0.72 0.72 0.72 0.72 0.72
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 28 185 143 47 225 89
Number of Lanes 1 0 1 0 0 1
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay, s/veh 9.4 9.3 11.3

HCM LOS A A B
Lane NBLn1 WBLn1 SBLn1
Vol Left, % 0% 13% 72%
Vol Thru, % 75% 0% 28%
Vol Right, % 25% 87% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 137 153 226
LT Vol 0 20 162
Through Vol 103 0 64
RT Vol 34 133 0
Lane Flow Rate 190 213 314
Geometry Grp 1 1 1
Degree of Util (X) 0.247 0.273 0.42
Departure Headway (Hd) 4.681 4.631 4.817
Convergence, Y/N Yes Yes Yes
Cap 763 771 744
Service Time 2.738 2.683 2.869
HCM Lane V/C Ratio 0.249 0.276 0.422
HCM Control Delay, s/veh 9.3 9.4 11.3
HCM Lane LOS A A B
HCM 95th-tile Q 1 1.1 2.1

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HCM 7th TWSC Saint Helena Streets Master Plan
7: Sulphur Spring Ave & Crane Ave Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 5 3 14 119 63 3
Future Vol, veh/h 5 3 14 119 63 3
Conflicting Peds, #/hr 2 0 0 2 1 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 72 72 72 72 72 72
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 7 4 19 165 88 4
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 187 0 - 0 123 104
Stage 1 - - - - 104 -
Stage 2 - - - - 19 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1382 - - - 870 948
Stage 1 - - - - 918 -
Stage 2 - - - - 1001 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1379 - - - 862 946
Mov Cap-2 Maneuver - - - - 862 -
Stage 1 - - - - 911 -
Stage 2 - - - - 999 -
Approach EB WB SB
HCM Ctrl Dly, s/v 4.76 0 9.65

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1125 - - - 865
HCM Lane V/C Ratio 0.005 - - - 0.106
HCM Ctrl Dly (s/v) 7.6 0 - - 9.7
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.4

Page 355 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
8: Main St & Pratt Ave Existing Weekday AM
Fehr & Peers Synchro 12 Report
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 2 30 0 19 6 650 27 19 636 1
Future Vol, veh/h 0 0 2 30 0 19 6 650 27 19 636 1
Conflicting Peds, #/hr 0 0 5 5 0 0 13 0 2 2 0 13
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 150 - - 70 - -
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, % 8 8 8 8 8 8 8 8 8 8 8 8
Mvmt Flow 0 0 2 32 0 20 6 684 28 20 669 1
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1420 1450 688 1428 1437 700 684 0 0 715 0 0 Stage 1 723 723 - 713 713 - - - - - - -
Stage 2 697 727 - 714 724 - - - - - - -
Critical Hdwy 7.18 6.58 6.28 7.18 6.58 6.28 4.18 - - 4.18 - - Critical Hdwy Stg 1 6.18 5.58 - 6.18 5.58 - - - - - - - Critical Hdwy Stg 2 6.18 5.58 - 6.18 5.58 - - - - - - - Follow-up Hdwy 3.572 4.072 3.372 3.572 4.072 3.372 2.272 - - 2.272 - - Pot Cap-1 Maneuver 111 127 436 109 129 429 882 - - 859 - - Stage 1 408 422 - 413 427 - - - - - - -
Stage 2 422 420 - 413 422 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 101 121 429 105 124 428 871 - - 857 - - Mov Cap-2 Maneuver 101 121 - 105 124 - - - - - - -
Stage 1 394 407 - 410 423 - - - - - - -
Stage 2 399 416 - 399 407 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 13.44 41.74 0.08 0.27

HCM LOS B E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 871 - - 429 148 857 - -
HCM Lane V/C Ratio 0.007 - - 0.005 0.348 0.023 - -
HCM Ctrl Dly (s/v) 9.2 - - 13.4 41.7 9.3 - -
HCM Lane LOS A - - B E A - -
HCM 95th %tile Q(veh) 0 - - 0 1.4 0.1 - -

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HCM 7th TWSC Saint Helena Streets Master Plan
9: Main St & Elmhurst Ave Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 33 43 54 650 589 79
Future Vol, veh/h 33 43 54 650 589 79
Conflicting Peds, #/hr 0 4 8 0 0 8
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 96 96 96 96 96 96
Heavy Vehicles, % 8 8 8 8 8 8
Mvmt Flow 34 45 56 677 614 82
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1452 667 704 0 - 0
Stage 1 663 - - - - -
Stage 2 790 - - - - -
Critical Hdwy 6.48 6.28 4.18 - - -
Critical Hdwy Stg 1 5.48 - - - - -
Critical Hdwy Stg 2 5.48 - - - - -
Follow-up Hdwy 3.572 3.372 2.272 - - -
Pot Cap-1 Maneuver 139 449 867 - - -
Stage 1 502 - - - - -
Stage 2 437 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 123 444 860 - - -
Mov Cap-2 Maneuver 123 - - - - -
Stage 1 446 - - - - -
Stage 2 434 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 32.59 0.73 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 138 - 208 - -
HCM Lane V/C Ratio 0.065 - 0.381 - -
HCM Ctrl Dly (s/v) 9.5 0 32.6 - -
HCM Lane LOS A A D - -
HCM 95th %tile Q(veh) 0.2 - 1.7 - -

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HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 10: Main St & Madrona Ave/Fulton Ln Existing Weekday AM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 86 34 31 11 47 62 34 556 9 70 459 103 Future Volume (veh/h) 86 34 31 11 47 62 34 556 9 70 459 103 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.97 1.00 0.97 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 1811 1811 1811 1811 1811 1811 1811 1287 1287 1811 1287 1287 Adj Flow Rate, veh/h 102 40 27 13 56 34 40 662 11 83 546 118 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 6 6 6 6 6 6 6 6 6 6 6 6
Cap, veh/h 204 58 33 75 141 77 207 754 13 221 609 132
Arrive On Green 0.14 0.14 0.14 0.14 0.14 0.14 0.60 0.60 0.60 0.60 0.60 0.60 Sat Flow, veh/h 866 424 245 111 1031 563 747 1261 21 741 1020 220 Grp Volume(v), veh/h 169 0 0 103 0 0 40 0 673 83 0 664
Grp Sat Flow(s),veh/h/ln 1535 0 0 1706 0 0 747 0 1282 741 0 1240 Q Serve(g_s), s 3.2 0.0 0.0 0.0 0.0 0.0 3.3 0.0 29.9 7.2 0.0 31.2 Cycle Q Clear(g_c), s 7.0 0.0 0.0 3.8 0.0 0.0 34.5 0.0 29.9 37.1 0.0 31.2 Prop In Lane 0.60 0.16 0.13 0.33 1.00 0.02 1.00 0.18
Lane Grp Cap(c), veh/h 295 0 0 293 0 0 207 0 766 221 0 741 V/C Ratio(X) 0.57 0.00 0.00 0.35 0.00 0.00 0.19 0.00 0.88 0.38 0.00 0.90 Avail Cap(c_a), veh/h 931 0 0 1034 0 0 460 0 1200 471 0 1161 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.9 0.0 0.0 26.7 0.0 0.0 26.7 0.0 11.5 27.2 0.0 11.7 Incr Delay (d2), s/veh 0.7 0.0 0.0 0.3 0.0 0.0 0.2 0.0 3.1 0.4 0.0 4.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 0.0 0.0 1.5 0.0 0.0 0.6 0.0 7.5 1.3 0.0 7.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 28.6 0.0 0.0 27.0 0.0 0.0 26.8 0.0 14.5 27.6 0.0 15.8 LnGrp LOS C C C B C B
Approach Vol, veh/h 169 103 713 747
Approach Delay, s/veh 28.6 27.0 15.2 17.1
Approach LOS C C B B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 48.9 18.4 48.9 18.4
Change Period (Y+Rc), s 8.7 9.2 8.7 9.2
Max Green Setting (Gmax), s 63.0 40.0 63.0 40.0
Max Q Clear Time (g_c+I1), s 36.5 9.0 39.1 5.8
Green Ext Time (p_c), s 1.0 0.2 1.1 0.1
Intersection Summary
HCM 7th Control Delay, s/veh 18.0
HCM 7th LOS B

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HCM 7th TWSC Saint Helena Streets Master Plan
11: Railroad Ave & Fulton Ln Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 20 95 6 17 99 11
Future Vol, veh/h 20 95 6 17 99 11
Conflicting Peds, #/hr 0 1 1 0 3 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 67 67 67 67 67 67
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 30 142 9 25 148 16
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 173 0 148 102
Stage 1 - - - - 102 -
Stage 2 - - - - 46 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1398 - 842 951
Stage 1 - - - - 920 -
Stage 2 - - - - 974 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1397 - 833 950
Mov Cap-2 Maneuver - - - - 833 -
Stage 1 - - - - 919 -
Stage 2 - - - - 965 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 1.98 10.3

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 843 - - 470 -
HCM Lane V/C Ratio 0.195 - - 0.006 -
HCM Ctrl Dly (s/v) 10.3 - - 7.6 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.7 - - 0 -

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HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 12: Main St & Adams St Existing Weekday AM
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 47 80 21 26 39 29 37 523 39 31 446 24 Future Volume (veh/h) 47 80 21 26 39 29 37 523 39 31 446 24 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.95 0.94 0.96 0.92 1.00 0.99 1.00 0.96 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 1796 1796 1796 1796 1796 1796 1276 1276 1796 1276 1796 Adj Flow Rate, veh/h 49 83 19 27 41 21 39 545 40 32 465 25 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 7 7 7 7 7 7 7 7 7 7 7 7
Cap, veh/h 123 159 31 112 144 59 115 569 42 100 570 31
Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.07 0.48 0.48 0.06 0.48 0.48 Sat Flow, veh/h 373 1012 199 308 914 377 1711 1174 86 1711 1197 64 Grp Volume(v), veh/h 151 0 0 89 0 0 39 0 585 32 0 490
Grp Sat Flow(s),veh/h/ln 1585 0 0 1600 0 0 1711 0 1260 1711 0 1262 Q Serve(g_s), s 2.8 0.0 0.0 0.0 0.0 0.0 1.6 0.0 32.9 1.3 0.0 24.5 Cycle Q Clear(g_c), s 6.3 0.0 0.0 3.5 0.0 0.0 1.6 0.0 32.9 1.3 0.0 24.5 Prop In Lane 0.32 0.13 0.30 0.24 1.00 0.07 1.00 0.05
Lane Grp Cap(c), veh/h 314 0 0 315 0 0 115 0 611 100 0 600 V/C Ratio(X) 0.48 0.00 0.00 0.28 0.00 0.00 0.34 0.00 0.96 0.32 0.00 0.82 Avail Cap(c_a), veh/h 1208 0 0 1182 0 0 1369 0 1299 1369 0 1301 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 28.7 0.0 0.0 27.6 0.0 0.0 32.8 0.0 18.3 33.3 0.0 16.5 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.2 0.0 0.0 0.6 0.0 4.4 0.7 0.0 1.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 0.0 0.0 1.4 0.0 0.0 0.7 0.0 9.4 0.6 0.0 6.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 29.2 0.0 0.0 27.8 0.0 0.0 33.5 0.0 22.7 33.9 0.0 17.6 LnGrp LOS C C C C C B
Approach Vol, veh/h 151 89 624 522
Approach Delay, s/veh 29.2 27.8 23.3 18.6
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.7 43.8 20.3 9.0 44.4 20.3
Change Period (Y+Rc), s 4.7 8.7 8.7 4.7 8.7 8.7
Max Green Setting (Gmax), s 59.0 76.0 55.0 59.0 76.0 55.0 Max Q Clear Time (g_c+I1), s 3.6 26.5 5.5 3.3 34.9 8.3
Green Ext Time (p_c), s 0.0 0.6 0.1 0.0 0.8 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 22.5
HCM 7th LOS C

Page 360 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
13: Railroad Ave & Adams St Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.2
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 57 58 6 32 26 65 99 28 46 57 15
Future Vol, veh/h 18 57 58 6 32 26 65 99 28 46 57 15
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 22 70 71 7 39 32 79 121 34 56 70 18
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 9 8.5 9.8 9

HCM LOS A A A A
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 34% 14% 9% 39%
Vol Thru, % 52% 43% 50% 48%
Vol Right, % 15% 44% 41% 13%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 192 133 64 118
LT Vol 65 18 6 46
Through Vol 99 57 32 57
RT Vol 28 58 26 15
Lane Flow Rate 234 162 78 144
Geometry Grp 1 1 1 1
Degree of Util (X) 0.304 0.212 0.105 0.192
Departure Headway (Hd) 4.679 4.71 4.83 4.806
Convergence, Y/N Yes Yes Yes Yes
Cap 766 757 738 743
Service Time 2.728 2.763 2.89 2.861
HCM Lane V/C Ratio 0.305 0.214 0.106 0.194
HCM Control Delay, s/veh 9.8 9 8.5 9
HCM Lane LOS A A A A
HCM 95th-tile Q 1.3 0.8 0.4 0.7

Page 361 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
14: Library Ln & Adams St Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 45 26 0 19 1 6 0 2 0 1 3
Future Vol, veh/h 18 45 26 0 19 1 6 0 2 0 1 3
Conflicting Peds, #/hr 6 0 4 4 0 6 2 0 4 4 0 2
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 76 76 76 76 76 76 76 76 76 76 76 76
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 24 59 34 0 25 1 8 0 3 0 1 4
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 32 0 0 97 0 0 155 160 84 142 176 34 Stage 1 - - - - - - 128 128 - 32 32 -
Stage 2 - - - - - - 28 32 - 111 145 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1573 - - 1490 - - 809 730 972 825 715 1037 Stage 1 - - - - - - 874 788 - 982 867 -
Stage 2 - - - - - - 987 866 - 892 775 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1564 - - 1484 - - 787 712 965 802 697 1029 Mov Cap-2 Maneuver - - - - - - 787 712 - 802 697 -
Stage 1 - - - - - - 856 773 - 977 862 -
Stage 2 - - - - - - 980 861 - 872 760 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.48 0 9.42 8.94

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 825 339 - - 1484 - - 919
HCM Lane V/C Ratio 0.013 0.015 - - - - - 0.006
HCM Ctrl Dly (s/v) 9.4 7.3 0 - 0 - - 8.9
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0

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HCM 7th TWSC Saint Helena Streets Master Plan
15: Main St & Hunt Ave Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 21 16 583 66 26 467
Future Vol, veh/h 21 16 583 66 26 467
Conflicting Peds, #/hr 22 0 0 17 17 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 95 95 95 95 95 95
Heavy Vehicles, % 9 9 9 9 9 9
Mvmt Flow 22 17 614 69 27 492
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1234 665 0 0 700 0
Stage 1 665 - - - - -
Stage 2 568 - - - - -
Critical Hdwy 6.49 6.29 - - 4.19 -
Critical Hdwy Stg 1 5.49 - - - - -
Critical Hdwy Stg 2 5.49 - - - - -
Follow-up Hdwy 3.581 3.381 - - 2.281 -
Pot Cap-1 Maneuver 189 448 - - 865 -
Stage 1 498 - - - - -
Stage 2 553 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 176 440 - - 851 -
Mov Cap-2 Maneuver 311 - - - - -
Stage 1 490 - - - - -
Stage 2 524 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 16.33 0 0.49

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 357 851 -
HCM Lane V/C Ratio - - 0.109 0.032 -
HCM Ctrl Dly (s/v) - - 16.3 9.4 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.4 0.1 -

Page 363 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
16: Church St/Railroad Ave & Hunt Ave Existing Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 8.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 37 47 8 33 20 101 7 64 24 72 33 15
Future Vol, veh/h 37 47 8 33 20 101 7 64 24 72 33 15
Conflicting Peds, #/hr 4 0 30 4 0 30 3 0 4 4 0 3
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 46 59 10 41 25 126 9 80 30 90 41 19
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 181 0 0 99 0 0 317 450 98 396 392 121 Stage 1 - - - - - - 186 186 - 201 201 -
Stage 2 - - - - - - 131 264 - 195 191 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1388 - - 1488 - - 633 503 956 562 542 927 Stage 1 - - - - - - 813 744 - 799 733 -
Stage 2 - - - - - - 870 688 - 804 740 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1348 - - 1445 - - 515 443 925 408 478 898 Mov Cap-2 Maneuver - - - - - - 515 443 - 408 478 -
Stage 1 - - - - - - 762 697 - 752 690 -
Stage 2 - - - - - - 773 648 - 662 693 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 3.12 1.62 14.04 16.66

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 517 703 - - 331 - - 457
HCM Lane V/C Ratio 0.23 0.034 - - 0.029 - - 0.328
HCM Ctrl Dly (s/v) 14 7.8 0 - 7.6 0 - 16.7
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 0.9 0.1 - - 0.1 - - 1.4

Page 364 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
17: Mitchell Dr & Oak Ave Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 23 17 27 44 106 7
Future Vol, veh/h 23 17 27 44 106 7
Conflicting Peds, #/hr 3 0 0 3 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - 20 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 26 20 31 51 122 8
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 85 0 - 0 106 35
Stage 1 - - - - 34 -
Stage 2 - - - - 72 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1506 - - - 889 1035
Stage 1 - - - - 986 -
Stage 2 - - - - 948 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1501 - - - 868 1031
Mov Cap-2 Maneuver - - - - 868 -
Stage 1 - - - - 966 -
Stage 2 - - - - 945 -
Approach EB WB SB
HCM Ctrl Dly, s/v 4.28 0 9.82

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1035 - - - 877
HCM Lane V/C Ratio 0.018 - - - 0.148
HCM Ctrl Dly (s/v) 7.4 0 - - 9.8
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.1 - - - 0.5

Page 365 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 18: Main St & Mitchell Dr/Pope St Existing Weekday AM
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 140 159 33 147 67 584 39 87 443 3 Future Volume (veh/h) 0 0 140 159 33 147 67 584 39 87 443 3 Initial Q (Qb), veh 0 0 0 0 0 0 0 50 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1811 1811 1811 1811 1811 1811 1811 1287 1287 1811 1287 1287 Adj Flow Rate, veh/h 0 0 143 162 34 69 68 596 40 89 452 3 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 6 6 6 6 6 6 6 6 6 6 6 6
Cap, veh/h 0 28 122 188 39 194 110 731 16 116 749 5
Arrive On Green 0.00 0.00 0.02 0.14 0.14 0.14 0.07 0.51 0.51 0.08 0.52 0.52 Sat Flow, veh/h 0 1811 1535 1438 302 1484 1725 1190 80 1725 1277 8 Grp Volume(v), veh/h 0 0 143 196 0 69 68 0 636 89 0 455 Grp Sat Flow(s),veh/h/ln 0 1811 1535 1739 0 1484 1725 0 1270 1725 0 1285 Q Serve(g_s), s 0.0 0.0 2.0 11.5 0.0 4.4 4.0 0.0 50.9 5.2 0.0 27.5 Cycle Q Clear(g_c), s 0.0 0.0 2.0 11.5 0.0 4.4 4.0 0.0 50.9 5.2 0.0 27.5 Prop In Lane 0.00 1.00 0.83 1.00 1.00 0.06 1.00 0.01
Lane Grp Cap(c), veh/h 0 28 122 227 0 194 110 0 747 116 0 754 V/C Ratio(X) 0.00 0.00 1.17 0.86 0.00 0.36 0.62 0.00 0.85 0.77 0.00 0.60 Avail Cap(c_a), veh/h 0 35 143 982 0 838 974 0 911 974 0 922 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 59.2 54.7 0.0 50.9 58.6 0.0 26.8 59.0 0.0 17.0 Incr Delay (d2), s/veh 0.0 0.0 135.5 3.7 0.0 0.4 2.1 0.0 5.6 4.0 0.0 0.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 173.7 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 8.6 6.5 0.0 2.1 2.2 0.0 59.2 3.0 0.0 8.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 194.6 58.4 0.0 51.3 60.7 0.0 206.1 63.0 0.0 17.3 LnGrp LOS F E D E F E B
Approach Vol, veh/h 143 265 704 544
Approach Delay, s/veh 194.6 56.6 192.1 24.8
Approach LOS F E F C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.5 62.0 24.0 13.0 61.5 6.0
Change Period (Y+Rc), s 4.7 7.7 9.7 4.7 * 7.7 4.0
Max Green Setting (Gmax), s 59.0 75.0 59.0 59.0 * 75 2.0 Max Q Clear Time (g_c+I1), s 6.0 29.5 13.5 7.2 52.9 4.0 Green Ext Time (p_c), s 0.0 0.6 0.2 0.0 0.9 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 115.6
HCM 7th LOS F
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

User approved changes to right turn type.

Page 366 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 19: Main St & Grayson Avenue Existing Weekday AM
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 92 56 51 710 679 93
Future Volume (veh/h) 92 56 51 710 679 93
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1781 1781 1781 1266 1266 1266
Adj Flow Rate, veh/h 100 47 55 772 738 100
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 8 8 8 8 8 8
Cap, veh/h 117 55 113 973 718 97
Arrive On Green 0.11 0.11 0.07 0.77 0.66 0.66
Sat Flow, veh/h 1102 518 1697 1266 1088 147
Grp Volume(v), veh/h 148 0 55 772 0 838
Grp Sat Flow(s),veh/h/ln1630 0 1697 1266 0 1235
Q Serve(g_s), s 9.9 0.0 3.5 40.0 0.0 73.0
Cycle Q Clear(g_c), s 9.9 0.0 3.5 40.0 0.0 73.0
Prop In Lane 0.68 0.32 1.00 0.12
Lane Grp Cap(c), veh/h 174 0 113 973 0 815
V/C Ratio(X) 0.85 0.00 0.49 0.79 0.00 1.03
Avail Cap(c_a), veh/h 752 0 752 973 0 815
HCM Platoon Ratio 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
Uniform Delay (d), s/veh 48.6 0.0 49.8 7.6 0.0 18.8
Incr Delay (d2), s/veh 4.5 0.0 1.2 4.2 0.0 38.9
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln4.3 0.0 1.5 9.1 0.0 26.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 53.1 0.0 51.0 11.8 0.0 57.7
LnGrp LOS D D B F
Approach Vol, veh/h 148 827 838
Approach Delay, s/veh 53.1 14.4 57.7
Approach LOS D B E
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s12.0 82.1 94.1 16.5
Change Period (Y+Rc), s 4.7 9.1 * 9.1 4.7
Max Green Setting (Gmax), s 49.0 73.0 * 77 51.0
Max Q Clear Time (g_c+I1), s 5.5 75.0 42.0 11.9
Green Ext Time (p_c), s 0.0 0.0 0.8 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 37.6
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 367 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
20: Main St & Sulphur Springs Ave Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 10 55 94 751 709 26
Future Vol, veh/h 10 55 94 751 709 26
Conflicting Peds, #/hr 0 0 1 0 0 1
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 150 0 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 99 99 99 99 99 99
Heavy Vehicles, % 9 9 9 9 9 9
Mvmt Flow 10 56 95 759 716 26
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1679 730 743 0 - 0
Stage 1 730 - - - - -
Stage 2 948 - - - - -
Critical Hdwy 6.49 6.29 4.19 - - -
Critical Hdwy Stg 1 5.49 - - - - -
Critical Hdwy Stg 2 5.49 - - - - -
Follow-up Hdwy 3.581 3.381 2.281 - - -
Pot Cap-1 Maneuver 100 411 833 - - -
Stage 1 464 - - - - -
Stage 2 366 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 89 410 832 - - -
Mov Cap-2 Maneuver 217 - - - - -
Stage 1 411 - - - - -
Stage 2 365 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 16.26 1.1 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 832 - 217 410 - -
HCM Lane V/C Ratio 0.114 - 0.047 0.135 - -
HCM Ctrl Dly (s/v) 9.9 - 22.4 15.1 - -
HCM Lane LOS A - C C - -
HCM 95th %tile Q(veh) 0.4 - 0.1 0.5 - -

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HCM 7th AWSC Saint Helena Streets Master Plan
21: Starr Ave & Hunt Ave Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.3
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 7 58 9 25 56 9
Future Vol, veh/h 7 58 9 25 56 9
Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 8 69 11 30 67 11
Number of Lanes 1 0 0 1 1 0
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh 6.9 7.5 7.7

HCM LOS A A A
Lane NBLn1 EBLn1 WBLn1
Vol Left, % 86% 0% 26%
Vol Thru, % 0% 11% 74%
Vol Right, % 14% 89% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 65 65 34
LT Vol 56 0 9
Through Vol 0 7 25
RT Vol 9 58 0
Lane Flow Rate 77 77 40
Geometry Grp 1 1 1
Degree of Util (X) 0.091 0.077 0.047
Departure Headway (Hd) 4.244 3.582 4.2
Convergence, Y/N Yes Yes Yes
Cap 842 991 848
Service Time 2.28 1.635 2.251
HCM Lane V/C Ratio 0.091 0.078 0.047
HCM Control Delay, s/veh 7.7 6.9 7.5
HCM Lane LOS A A A
HCM 95th-tile Q 0.3 0.2 0.1

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HCM 7th TWSC Saint Helena Streets Master Plan
22: Pope Street & Starr Ave Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 16 160 312 47 53 22
Future Vol, veh/h 16 160 312 47 53 22
Conflicting Peds, #/hr 1 0 0 1 1 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 79 79 79 79 79 79
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 20 203 395 59 67 28
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 455 0 - 0 670 427
Stage 1 - - - - 426 -
Stage 2 - - - - 244 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1100 - - - 421 626
Stage 1 - - - - 657 -
Stage 2 - - - - 794 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1099 - - - 411 625
Mov Cap-2 Maneuver - - - - 411 -
Stage 1 - - - - 643 -
Stage 2 - - - - 793 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.76 0 14.93

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 164 - - - 457
HCM Lane V/C Ratio 0.018 - - - 0.208
HCM Ctrl Dly (s/v) 8.3 0 - - 14.9
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.8

Page 370 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
23: College Ave/Paseo Grand Dr & Pope Street Existing Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 93 107 84 215 2 117 1 43 10 0 19
Future Vol, veh/h 8 93 107 84 215 2 117 1 43 10 0 19
Conflicting Peds, #/hr 2 0 1 1 0 2 3 0 1 1 0 3
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - - - 50 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 10 121 139 109 279 3 152 1 56 13 0 25
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 284 0 0 261 0 0 712 714 192 644 782 286 Stage 1 - - - - - - 212 212 - 501 501 -
Stage 2 - - - - - - 500 502 - 143 282 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1273 - - 1298 - - 346 355 847 384 325 751 Stage 1 - - - - - - 788 725 - 551 541 -
Stage 2 - - - - - - 551 540 - 857 676 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1270 - - 1297 - - 303 322 845 324 294 748 Mov Cap-2 Maneuver - - - - - - 303 322 - 324 294 -
Stage 1 - - - - - - 781 718 - 503 495 -
Stage 2 - - - - - - 486 494 - 792 670 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.3 2.24 23.42 12.54

HCM LOS C B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 303 845 1270 - - 1297 - - 515
HCM Lane V/C Ratio 0.506 0.066 0.008 - - 0.084 - - 0.073 HCM Ctrl Dly (s/v) 28.5 9.6 7.9 - - 8 - - 12.5
HCM Lane LOS D A A - - A - - B
HCM 95th %tile Q(veh) 2.7 0.2 0 - - 0.3 - - 0.2

Page 371 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
24: Silverado Trail & Pratt Ave Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 20 24 433 436 9
Future Vol, veh/h 4 20 24 433 436 9
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 6 6 6 6 6 6
Mvmt Flow 4 21 25 451 454 9
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 960 459 464 0 - 0
Stage 1 459 - - - - -
Stage 2 501 - - - - -
Critical Hdwy 6.46 6.26 4.16 - - -
Critical Hdwy Stg 1 5.46 - - - - -
Critical Hdwy Stg 2 5.46 - - - - -
Follow-up Hdwy 3.554 3.354 2.254 - - -
Pot Cap-1 Maneuver 280 594 1077 - - -
Stage 1 628 - - - - -
Stage 2 601 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 271 594 1077 - - -
Mov Cap-2 Maneuver 271 - - - - -
Stage 1 609 - - - - -
Stage 2 601 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 12.65 0.44 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 95 - 496 - -
HCM Lane V/C Ratio 0.023 - 0.05 - -
HCM Ctrl Dly (s/v) 8.4 0 12.6 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0.1 - 0.2 - -

Page 372 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
25: Silverado Trail & Howell Mountain Rd Existing Weekday AM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 17 4 453 48 20 436
Future Vol, veh/h 17 4 453 48 20 436
Conflicting Peds, #/hr 1 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 6 6 6 6 6 6
Mvmt Flow 17 4 462 49 20 445
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 973 487 0 0 511 0
Stage 1 487 - - - - -
Stage 2 487 - - - - -
Critical Hdwy 6.46 6.26 - - 4.16 -
Critical Hdwy Stg 1 5.46 - - - - -
Critical Hdwy Stg 2 5.46 - - - - -
Follow-up Hdwy 3.554 3.354 - - 2.254 -
Pot Cap-1 Maneuver 275 573 - - 1034 -
Stage 1 610 - - - - -
Stage 2 610 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 269 573 - - 1034 -
Mov Cap-2 Maneuver 398 - - - - -
Stage 1 610 - - - - -
Stage 2 597 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 13.97 0 0.38

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 423 1034 -
HCM Lane V/C Ratio - - 0.051 0.02 -
HCM Ctrl Dly (s/v) - - 14 8.6 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.2 0.1 -

Page 373 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
26: Silverado Trail & Pope Street Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 96 65 141 405 307 146
Future Vol, veh/h 96 65 141 405 307 146
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - 225
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 94 94 94 94 94 94
Heavy Vehicles, % 4 4 4 4 4 4
Mvmt Flow 102 69 150 431 327 155
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1057 327 482 0 - 0
Stage 1 327 - - - - -
Stage 2 731 - - - - -
Critical Hdwy 6.44 6.24 4.14 - - -
Critical Hdwy Stg 1 5.44 - - - - -
Critical Hdwy Stg 2 5.44 - - - - -
Follow-up Hdwy 3.536 3.336 2.236 - - -
Pot Cap-1 Maneuver 247 710 1070 - - -
Stage 1 727 - - - - -
Stage 2 473 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 212 710 1070 - - -
Mov Cap-2 Maneuver 340 - - - - -
Stage 1 625 - - - - -
Stage 2 473 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 18.8 2.3 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1070 - 430 - -
HCM Lane V/C Ratio 0.14 - 0.398 - -
HCM Ctrl Dly (s/v) 8.9 - 18.8 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.5 - 1.9 - -

Page 374 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
27: Main St & Mills Ln Existing Weekday AM
Fehr & Peers Synchro 12 Report
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 0 0 0 1 0 7 0 799 3 2 771 3
Future Vol, veh/h 0 0 0 1 0 7 0 799 3 2 771 3
Conflicting Peds, #/hr 0 0 0 0 0 0 15 0 1 1 0 15
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 8 8 8 8 8 8 8 8 8 8 8 8
Mvmt Flow 0 0 0 1 0 8 0 859 3 2 829 3
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1709 1713 846 1695 1713 862 847 0 0 863 0 0 Stage 1 850 850 - 862 862 - - - - - - -
Stage 2 859 863 - 833 852 - - - - - - -
Critical Hdwy 7.18 6.58 6.28 7.18 6.58 6.28 4.18 - - 4.18 - - Critical Hdwy Stg 1 6.18 5.58 - 6.18 5.58 - - - - - - - Critical Hdwy Stg 2 6.18 5.58 - 6.18 5.58 - - - - - - - Follow-up Hdwy 3.572 4.072 3.372 3.572 4.072 3.372 2.272 - - 2.272 - - Pot Cap-1 Maneuver 69 87 354 71 87 346 765 - - 754 - -
Stage 1 347 369 - 342 364 - - - - - - -
Stage 2 343 363 - 354 368 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 67 86 349 71 86 346 754 - - 753 - -
Mov Cap-2 Maneuver 67 86 - 71 86 - - - - - - -
Stage 1 341 362 - 341 364 - - - - - - -
Stage 2 335 363 - 353 362 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0 21.08 0 0.03

HCM LOS A C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 754 - - - 232 753 - -
HCM Lane V/C Ratio - - - - 0.037 0.003 - -
HCM Ctrl Dly (s/v) 0 - - 0 21.1 9.8 - -
HCM Lane LOS A - - A C A - -
HCM 95th %tile Q(veh) 0 - - - 0.1 0 - -

Page 375 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
28: Main St & Charter Oak Ave Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 7 2 3 61 1 4 16 679 111 8 712 22
Future Vol, veh/h 7 2 3 61 1 4 16 679 111 8 712 22
Conflicting Peds, #/hr 0 0 0 0 0 0 9 0 1 1 0 9
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 100 - -
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, % 9 9 9 9 9 9 9 9 9 9 9 9
Mvmt Flow 7 2 3 63 1 4 16 700 114 8 734 23
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1504 1619 754 1543 1573 758 766 0 0 815 0 0 Stage 1 771 771 - 791 791 - - - - - - -
Stage 2 734 848 - 752 782 - - - - - - -
Critical Hdwy 7.19 6.59 6.29 7.19 6.59 6.29 4.19 - - 4.19 - - Critical Hdwy Stg 1 6.19 5.59 - 6.19 5.59 - - - - - - - Critical Hdwy Stg 2 6.19 5.59 - 6.19 5.59 - - - - - - - Follow-up Hdwy 3.581 4.081 3.381 3.581 4.081 3.381 2.281 - - 2.281 - - Pot Cap-1 Maneuver 96 99 398 90 106 396 817 - - 782 - - Stage 1 382 400 - 373 391 - - - - - - -
Stage 2 401 368 - 392 395 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 90 95 394 85 102 395 810 - - 782 - - Mov Cap-2 Maneuver 90 95 - 85 102 - - - - - - -
Stage 1 375 392 - 365 383 - - - - - - -
Stage 2 388 360 - 383 387 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 40.64 120.68 0.19 0.1

HCM LOS E F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 810 - - 113 89 782 - -
HCM Lane V/C Ratio 0.02 - - 0.109 0.761 0.011 - -
HCM Ctrl Dly (s/v) 9.5 - - 40.6 120.7 9.7 - -
HCM Lane LOS A - - E F A - -
HCM 95th %tile Q(veh) 0.1 - - 0.4 3.9 0 - -

Page 376 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
29: Oak Ave & Pine St Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 4 4 24 6 10 3 53 16 11 104 2
Future Vol, veh/h 2 4 4 24 6 10 3 53 16 11 104 2
Peak Hour Factor 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.63 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 3 6 6 38 10 16 5 84 25 17 165 3
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 7.6 8 7.9 8.4

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 4% 20% 60% 9%
Vol Thru, % 74% 40% 15% 89%
Vol Right, % 22% 40% 25% 2%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 72 10 40 117
LT Vol 3 2 24 11
Through Vol 53 4 6 104
RT Vol 16 4 10 2
Lane Flow Rate 114 16 63 186
Geometry Grp 1 1 1 1
Degree of Util (X) 0.134 0.02 0.081 0.216
Departure Headway (Hd) 4.212 4.488 4.599 4.184
Convergence, Y/N Yes Yes Yes Yes
Cap 856 801 782 845
Service Time 2.212 2.498 2.607 2.274
HCM Lane V/C Ratio 0.133 0.02 0.081 0.22
HCM Control Delay, s/veh 7.9 7.6 8 8.4
HCM Lane LOS A A A A
HCM 95th-tile Q 0.5 0.1 0.3 0.8

Page 377 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
30: Oak Ave & Adams St Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 54 57 30 40 22 22 60 65 18 93 17
Future Vol, veh/h 8 54 57 30 40 22 22 60 65 18 93 17
Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 12 79 84 44 59 32 32 88 96 26 137 25
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh9.4 9.4 9.7 9.7

HCM LOS A A A A
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 15% 7% 33% 14%
Vol Thru, % 41% 45% 43% 73%
Vol Right, % 44% 48% 24% 13%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 147 119 92 128
LT Vol 22 8 30 18
Through Vol 60 54 40 93
RT Vol 65 57 22 17
Lane Flow Rate 216 175 135 188
Geometry Grp 1 1 1 1
Degree of Util (X) 0.283 0.234 0.19 0.257
Departure Headway (Hd) 4.713 4.82 5.063 4.923
Convergence, Y/N Yes Yes Yes Yes
Cap 754 737 701 723
Service Time 2.787 2.899 3.147 3
HCM Lane V/C Ratio 0.286 0.237 0.193 0.26
HCM Control Delay, s/veh 9.7 9.4 9.4 9.7
HCM Lane LOS A A A A
HCM 95th-tile Q 1.2 0.9 0.7 1

Page 378 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
31: Oak Ave & Spring St Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 33 53 33 4 51 65 12 64 13 41 98 22
Future Vol, veh/h 33 53 33 4 51 65 12 64 13 41 98 22
Peak Hour Factor 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 46 74 46 6 71 90 17 89 18 57 136 31
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh9.4 9.1 9.1 10.1

HCM LOS A A A B
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 13% 28% 3% 25%
Vol Thru, % 72% 45% 43% 61%
Vol Right, % 15% 28% 54% 14%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 89 119 120 161
LT Vol 12 33 4 41
Through Vol 64 53 51 98
RT Vol 13 33 65 22
Lane Flow Rate 124 165 167 224
Geometry Grp 1 1 1 1
Degree of Util (X) 0.171 0.225 0.217 0.302
Departure Headway (Hd) 4.969 4.896 4.696 4.867
Convergence, Y/N Yes Yes Yes Yes
Cap 716 727 758 733
Service Time 3.047 2.967 2.766 2.936
HCM Lane V/C Ratio 0.173 0.227 0.22 0.306
HCM Control Delay, s/veh 9.1 9.4 9.1 10.1
HCM Lane LOS A A A B
HCM 95th-tile Q 0.6 0.9 0.8 1.3

Page 379 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
32: Main St & Spring St Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 28 72 110 621 461 27
Future Vol, veh/h 28 72 110 621 461 27
Conflicting Peds, #/hr 0 10 8 0 0 8
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 96 96 96 96 96 96
Heavy Vehicles, % 8 8 8 8 8 8
Mvmt Flow 29 75 115 647 480 28
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1378 512 516 0 - 0
Stage 1 502 - - - - -
Stage 2 876 - - - - -
Critical Hdwy 6.48 6.28 4.18 - - -
Critical Hdwy Stg 1 5.48 - - - - -
Critical Hdwy Stg 2 5.48 - - - - -
Follow-up Hdwy 3.572 3.372 2.272 - - -
Pot Cap-1 Maneuver 155 550 1019 - - -
Stage 1 596 - - - - -
Stage 2 398 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 125 541 1012 - - -
Mov Cap-2 Maneuver 255 - - - - -
Stage 1 487 - - - - -
Stage 2 395 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 16.68 1.36 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 271 - 412 - -
HCM Lane V/C Ratio 0.113 - 0.253 - -
HCM Ctrl Dly (s/v) 9 0 16.7 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.4 - 1 - -

Page 380 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
33: Pope St & Church St Existing Weekday AM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 107 0 0 276 69 2 0 1 21 1 46
Future Vol, veh/h 22 107 0 0 276 69 2 0 1 21 1 46
Conflicting Peds, #/hr 16 0 4 4 0 16 1 0 1 1 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 24 115 0 0 297 74 2 0 1 23 1 49
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 387 0 0 119 0 0 465 553 120 513 516 351 Stage 1 - - - - - - 166 166 - 350 350 -
Stage 2 - - - - - - 298 387 - 163 166 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1166 - - 1463 - - 506 439 929 470 461 690 Stage 1 - - - - - - 833 759 - 664 631 -
Stage 2 - - - - - - 708 608 - 836 759 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1148 - - 1457 - - 456 422 924 452 443 679 Mov Cap-2 Maneuver - - - - - - 456 422 - 452 443 -
Stage 1 - - - - - - 812 739 - 654 622 -
Stage 2 - - - - - - 655 599 - 816 739 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.4 0 11.6 12.05

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 548 307 - - 1457 - - 584
HCM Lane V/C Ratio 0.006 0.021 - - - - - 0.125
HCM Ctrl Dly (s/v) 11.6 8.2 0 - 0 - - 12
HCM Lane LOS B A A - A - - B
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0.4

Page 381 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
4: Hudson Ave & Madrona Ave Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 33 9 12 18 4 13
Future Vol, veh/h 33 9 12 18 4 13
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 82 82 82 82 82 82
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 40 11 15 22 5 16
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 51 0 97 46
Stage 1 - - - - 46 -
Stage 2 - - - - 51 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1549 - 900 1021
Stage 1 - - - - 974 -
Stage 2 - - - - 969 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1549 - 891 1021
Mov Cap-2 Maneuver - - - - 891 -
Stage 1 - - - - 974 -
Stage 2 - - - - 959 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 2.94 8.73

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 987 - - 720 -
HCM Lane V/C Ratio 0.021 - - 0.009 -
HCM Ctrl Dly (s/v) 8.7 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -

Page 382 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
5: Valley View St & Spring St Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 41 22 59 27 17 62
Future Vol, veh/h 41 22 59 27 17 62
Conflicting Peds, #/hr 0 2 2 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 48 26 69 31 20 72
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 75 0 231 62
Stage 1 - - - - 62 -
Stage 2 - - - - 169 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1518 - 755 999
Stage 1 - - - - 958 -
Stage 2 - - - - 859 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1515 - 719 998
Mov Cap-2 Maneuver - - - - 719 -
Stage 1 - - - - 956 -
Stage 2 - - - - 819 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 5.14 9.34

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 921 - - 1235 -
HCM Lane V/C Ratio 0.1 - - 0.045 -
HCM Ctrl Dly (s/v) 9.3 - - 7.5 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.3 - - 0.1 -

Page 383 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
6: Crane Ave/Valley View St & Grayson Ave Existing Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.8
Intersection LOS A
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 43 33 51 10 20 91
Future Vol, veh/h 43 33 51 10 20 91
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 50 38 59 12 23 106
Number of Lanes 1 0 1 0 0 1
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay, s/veh 7.7 7.6 8

HCM LOS A A A
Lane NBLn1 WBLn1 SBLn1
Vol Left, % 0% 57% 18%
Vol Thru, % 84% 0% 82%
Vol Right, % 16% 43% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 61 76 111
LT Vol 0 43 20
Through Vol 51 0 91
RT Vol 10 33 0
Lane Flow Rate 71 88 129
Geometry Grp 1 1 1
Degree of Util (X) 0.081 0.104 0.151
Departure Headway (Hd) 4.108 4.248 4.198
Convergence, Y/N Yes Yes Yes
Cap 860 848 847
Service Time 2.19 2.248 2.263
HCM Lane V/C Ratio 0.083 0.104 0.152
HCM Control Delay, s/veh 7.6 7.7 8
HCM Lane LOS A A A
HCM 95th-tile Q 0.3 0.3 0.5

Page 384 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
7: Sulphur Spring Ave & Crane Ave Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 4.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 3 3 48 57 2
Future Vol, veh/h 2 3 3 48 57 2
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 78 78 78 78 78 78
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 3 4 4 62 73 3
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 65 0 - 0 44 35
Stage 1 - - - - 35 -
Stage 2 - - - - 9 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1530 - - - 965 1036
Stage 1 - - - - 985 -
Stage 2 - - - - 1011 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1530 - - - 963 1036
Mov Cap-2 Maneuver - - - - 963 -
Stage 1 - - - - 984 -
Stage 2 - - - - 1011 -
Approach EB WB SB
HCM Ctrl Dly, s/v 2.94 0 9.05

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 720 - - - 965
HCM Lane V/C Ratio 0.002 - - - 0.078
HCM Ctrl Dly (s/v) 7.4 0 - - 9
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.3

Page 385 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
8: Main St & Pratt Ave Existing Weekday PM
Fehr & Peers Synchro 12 Report
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 1 1 12 20 1 20 5 737 17 22 539 2
Future Vol, veh/h 1 1 12 20 1 20 5 737 17 22 539 2
Conflicting Peds, #/hr 0 0 0 0 0 0 12 0 1 1 0 12
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 150 - - 70 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 1 1 14 23 1 23 6 847 20 25 620 2
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1542 1562 633 1540 1554 858 634 0 0 868 0 0 Stage 1 683 683 - 869 869 - - - - - - -
Stage 2 859 879 - 671 684 - - - - - - -
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 93 111 478 94 113 355 944 - - 772 - - Stage 1 437 448 - 345 368 - - - - - - -
Stage 2 350 364 - 444 447 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 82 106 473 86 107 355 934 - - 771 - - Mov Cap-2 Maneuver 82 106 - 86 107 - - - - - - -
Stage 1 418 428 - 343 365 - - - - - - -
Stage 2 324 361 - 416 428 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 17.79 44.08 0.06 0.38

HCM LOS C E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 934 - - 298 138 771 - -
HCM Lane V/C Ratio 0.006 - - 0.054 0.342 0.033 - -
HCM Ctrl Dly (s/v) 8.9 - - 17.8 44.1 9.8 - -
HCM Lane LOS A - - C E A - -
HCM 95th %tile Q(veh) 0 - - 0.2 1.4 0.1 - -

Page 386 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
9: Main St & Elmhurst Ave Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 28 22 27 731 555 16
Future Vol, veh/h 28 22 27 731 555 16
Conflicting Peds, #/hr 0 1 7 0 0 7
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 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 32 25 31 831 631 18
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1539 648 656 0 - 0
Stage 1 647 - - - - -
Stage 2 892 - - - - -
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 127 469 927 - - -
Stage 1 519 - - - - -
Stage 2 399 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 117 465 921 - - -
Mov Cap-2 Maneuver 117 - - - - -
Stage 1 484 - - - - -
Stage 2 396 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 35.25 0.32 0

HCM LOS E
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 64 - 175 - -
HCM Lane V/C Ratio 0.033 - 0.325 - -
HCM Ctrl Dly (s/v) 9 0 35.3 - -
HCM Lane LOS A A E - -
HCM 95th %tile Q(veh) 0.1 - 1.3 - -

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HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 10: Main St & Madrona Ave/Fulton Ln Existing Weekday PM Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 83 34 24 7 27 165 16 510 5 40 500 37 Future Volume (veh/h) 83 34 24 7 27 165 16 510 5 40 500 37 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.96 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 88 36 19 7 29 36 17 543 5 43 532 37 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 3 3 3 3 3 3 3
Cap, veh/h 244 75 30 93 112 122 213 625 6 242 584 41
Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.48 0.48 0.48 0.48 0.48 0.48 Sat Flow, veh/h 827 505 204 72 751 823 836 1304 12 852 1218 85 Grp Volume(v), veh/h 143 0 0 72 0 0 17 0 548 43 0 569
Grp Sat Flow(s),veh/h/ln 1536 0 0 1645 0 0 836 0 1316 852 0 1302 Q Serve(g_s), s 2.2 0.0 0.0 0.0 0.0 0.0 0.9 0.0 17.9 2.3 0.0 19.4 Cycle Q Clear(g_c), s 4.0 0.0 0.0 1.8 0.0 0.0 20.4 0.0 17.9 20.2 0.0 19.4 Prop In Lane 0.62 0.13 0.10 0.50 1.00 0.01 1.00 0.07
Lane Grp Cap(c), veh/h 349 0 0 327 0 0 213 0 631 242 0 625 V/C Ratio(X) 0.41 0.00 0.00 0.22 0.00 0.00 0.08 0.00 0.87 0.18 0.00 0.91 Avail Cap(c_a), veh/h 1335 0 0 1426 0 0 906 0 1722 948 0 1704 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 19.0 0.0 0.0 18.2 0.0 0.0 21.0 0.0 11.2 20.2 0.0 11.6 Incr Delay (d2), s/veh 0.3 0.0 0.0 0.1 0.0 0.0 0.1 0.0 1.5 0.1 0.0 2.2 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 1.4 0.0 0.0 0.7 0.0 0.0 0.2 0.0 4.3 0.4 0.0 4.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 19.3 0.0 0.0 18.4 0.0 0.0 21.1 0.0 12.6 20.3 0.0 13.8 LnGrp LOS B B C B C B
Approach Vol, veh/h 143 72 565 612
Approach Delay, s/veh 19.3 18.4 12.9 14.3
Approach LOS B B B B
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 31.8 16.4 31.8 16.4
Change Period (Y+Rc), s 8.7 9.2 8.7 9.2
Max Green Setting (Gmax), s 63.0 40.0 63.0 40.0
Max Q Clear Time (g_c+I1), s 22.2 3.8 22.4 6.0
Green Ext Time (p_c), s 0.8 0.1 0.7 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 14.4
HCM 7th LOS B

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HCM 7th TWSC Saint Helena Streets Master Plan
11: Railroad Ave & Fulton Ln Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 6.7
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 14 63 11 24 174 10
Future Vol, veh/h 14 63 11 24 174 10
Conflicting Peds, #/hr 0 5 5 0 2 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 16 71 12 27 196 11
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 92 0 110 56
Stage 1 - - - - 56 -
Stage 2 - - - - 54 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1497 - 885 1008
Stage 1 - - - - 964 -
Stage 2 - - - - 966 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1490 - 872 1003
Mov Cap-2 Maneuver - - - - 872 -
Stage 1 - - - - 959 -
Stage 2 - - - - 956 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 2.34 10.36

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 878 - - 566 -
HCM Lane V/C Ratio 0.236 - - 0.008 -
HCM Ctrl Dly (s/v) 10.4 - - 7.4 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.9 - - 0 -

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HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 12: Main St & Adams St Existing Weekday PM
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 68 62 18 55 53 38 23 425 34 56 444 31 Future Volume (veh/h) 68 62 18 55 53 38 23 425 34 56 444 31 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.89 0.85 0.89 0.85 1.00 0.97 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1856 Adj Flow Rate, veh/h 72 66 16 59 56 33 24 452 35 60 472 32 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 3 3 3 3 3 3 3
Cap, veh/h 194 161 33 167 146 70 84 480 37 155 533 36
Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.40 0.40 0.09 0.44 0.44 Sat Flow, veh/h 586 784 159 471 714 340 1767 1205 93 1767 1217 82 Grp Volume(v), veh/h 154 0 0 148 0 0 24 0 487 60 0 504
Grp Sat Flow(s),veh/h/ln 1530 0 0 1525 0 0 1767 0 1298 1767 0 1299 Q Serve(g_s), s 0.2 0.0 0.0 0.0 0.0 0.0 0.9 0.0 25.8 2.3 0.0 25.4 Cycle Q Clear(g_c), s 5.5 0.0 0.0 5.3 0.0 0.0 0.9 0.0 25.8 2.3 0.0 25.4 Prop In Lane 0.47 0.10 0.40 0.22 1.00 0.07 1.00 0.06
Lane Grp Cap(c), veh/h 387 0 0 383 0 0 84 0 517 155 0 569 V/C Ratio(X) 0.40 0.00 0.00 0.39 0.00 0.00 0.28 0.00 0.94 0.39 0.00 0.89 Avail Cap(c_a), veh/h 1182 0 0 1177 0 0 1460 0 1381 1460 0 1382 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 24.8 0.0 0.0 24.7 0.0 0.0 32.8 0.0 20.7 30.8 0.0 18.4 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.2 0.0 0.0 0.7 0.0 4.0 0.6 0.0 1.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 0.0 2.1 0.0 0.0 0.4 0.0 7.8 1.0 0.0 7.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 25.0 0.0 0.0 25.0 0.0 0.0 33.5 0.0 24.7 31.3 0.0 20.3 LnGrp LOS C C C C C C
Approach Vol, veh/h 154 148 511 564
Approach Delay, s/veh 25.0 25.0 25.1 21.5
Approach LOS C C C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.1 40.0 23.3 11.0 37.1 23.3
Change Period (Y+Rc), s 4.7 8.7 8.7 4.7 8.7 8.7
Max Green Setting (Gmax), s 59.0 76.0 55.0 59.0 76.0 55.0 Max Q Clear Time (g_c+I1), s 2.9 27.4 7.3 4.3 27.8 7.5
Green Ext Time (p_c), s 0.0 0.6 0.2 0.0 0.6 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 23.6
HCM 7th LOS C

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HCM 7th AWSC Saint Helena Streets Master Plan
13: Railroad Ave & Adams St Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 19 93 53 32 91 85 30 67 26 38 55 19
Future Vol, veh/h 19 93 53 32 91 85 30 67 26 38 55 19
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 21 103 59 36 101 94 33 74 29 42 61 21
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh9.3 9.6 9.3 9.2

HCM LOS A A A A
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 24% 12% 15% 34%
Vol Thru, % 54% 56% 44% 49%
Vol Right, % 21% 32% 41% 17%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 123 165 208 112
LT Vol 30 19 32 38
Through Vol 67 93 91 55
RT Vol 26 53 85 19
Lane Flow Rate 137 183 231 124
Geometry Grp 1 1 1 1
Degree of Util (X) 0.19 0.24 0.296 0.175
Departure Headway (Hd) 4.998 4.711 4.613 5.058
Convergence, Y/N Yes Yes Yes Yes
Cap 712 757 774 703
Service Time 3.073 2.776 2.673 3.134
HCM Lane V/C Ratio 0.192 0.242 0.298 0.176
HCM Control Delay, s/veh 9.3 9.3 9.6 9.2
HCM Lane LOS A A A A
HCM 95th-tile Q 0.7 0.9 1.2 0.6

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HCM 7th TWSC Saint Helena Streets Master Plan
14: Library Ln & Adams St Existing Weekday PM
Fehr & Peers Synchro 12 Report
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 27 23 15 0 46 1 23 0 0 0 1 24
Future Vol, veh/h 27 23 15 0 46 1 23 0 0 0 1 24
Conflicting Peds, #/hr 4 0 5 5 0 4 0 0 4 4 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 28 24 16 0 48 1 24 0 0 0 1 25
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 53 0 0 45 0 0 143 147 41 138 155 53 Stage 1 - - - - - - 94 94 - 53 53 -
Stage 2 - - - - - - 49 53 - 85 102 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1546 - - 1557 - - 824 742 1027 830 735 1012 Stage 1 - - - - - - 910 815 - 957 849 -
Stage 2 - - - - - - 962 848 - 920 809 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1540 - - 1549 - - 783 722 1018 808 715 1008 Mov Cap-2 Maneuver - - - - - - 783 722 - 808 715 -
Stage 1 - - - - - - 889 796 - 953 846 -
Stage 2 - - - - - - 936 845 - 900 790 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 3.07 0 9.74 8.73

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 783 693 - - 1549 - - 992
HCM Lane V/C Ratio 0.031 0.018 - - - - - 0.027
HCM Ctrl Dly (s/v) 9.7 7.4 0 - 0 - - 8.7
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.1

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HCM 7th TWSC Saint Helena Streets Master Plan
15: Main St & Hunt Ave Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 26 24 458 79 26 491
Future Vol, veh/h 26 24 458 79 26 491
Conflicting Peds, #/hr 53 0 0 72 72 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 29 26 503 87 29 540
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1268 619 0 0 662 0
Stage 1 619 - - - - -
Stage 2 650 - - - - -
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 185 487 - - 922 -
Stage 1 535 - - - - -
Stage 2 518 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 158 454 - - 859 -
Mov Cap-2 Maneuver 294 - - - - -
Stage 1 499 - - - - -
Stage 2 475 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 17.03 0 0.47

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 354 859 -
HCM Lane V/C Ratio - - 0.155 0.033 -
HCM Ctrl Dly (s/v) - - 17 9.3 -
HCM Lane LOS - - C A -
HCM 95th %tile Q(veh) - - 0.5 0.1 -

Page 393 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
16: Church St/Railroad Ave & Hunt Ave Existing Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 8.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 27 59 12 55 20 53 8 50 40 70 59 19
Future Vol, veh/h 27 59 12 55 20 53 8 50 40 70 59 19
Conflicting Peds, #/hr 20 0 22 20 0 22 12 0 20 0 0 12
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 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 30 66 13 61 22 59 9 56 44 78 66 21
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 103 0 0 101 0 0 343 380 114 369 357 86 Stage 1 - - - - - - 154 154 - 196 196 -
Stage 2 - - - - - - 189 225 - 173 161 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1482 - - 1485 - - 609 551 936 585 568 970 Stage 1 - - - - - - 846 768 - 804 737 -
Stage 2 - - - - - - 810 715 - 826 763 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1451 - - 1454 - - 473 494 899 447 509 939 Mov Cap-2 Maneuver - - - - - - 473 494 - 447 509 -
Stage 1 - - - - - - 810 736 - 752 689 -
Stage 2 - - - - - - 677 669 - 697 731 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 2.08 3.26 12.29 15.52

HCM LOS B C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 603 480 - - 675 - - 505
HCM Lane V/C Ratio 0.181 0.021 - - 0.042 - - 0.325
HCM Ctrl Dly (s/v) 12.3 7.5 0 - 7.6 0 - 15.5
HCM Lane LOS B A A - A A - C
HCM 95th %tile Q(veh) 0.7 0.1 - - 0.1 - - 1.4

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HCM 7th TWSC Saint Helena Streets Master Plan
17: Mitchell Dr & Oak Ave Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 11 14 38 65 104 15
Future Vol, veh/h 11 14 38 65 104 15
Conflicting Peds, #/hr 8 0 0 8 0 6
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - 20 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 12 15 42 71 114 16
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 121 0 - 0 89 56
Stage 1 - - - - 50 -
Stage 2 - - - - 40 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1460 - - - 909 1008
Stage 1 - - - - 970 -
Stage 2 - - - - 980 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1449 - - - 887 995
Mov Cap-2 Maneuver - - - - 887 -
Stage 1 - - - - 955 -
Stage 2 - - - - 973 -
Approach EB WB SB
HCM Ctrl Dly, s/v 3.3 0 9.68

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 792 - - - 900
HCM Lane V/C Ratio 0.008 - - - 0.145
HCM Ctrl Dly (s/v) 7.5 0 - - 9.7
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.5

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HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 18: Main St & Mitchell Dr/Pope St Existing Weekday PM
Fehr & Peers Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 149 129 27 94 77 497 52 88 438 11 Future Volume (veh/h) 0 0 149 129 27 94 77 497 52 88 438 11 Initial Q (Qb), veh 0 0 0 0 0 0 0 50 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.89 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 0 0 160 139 29 36 83 534 56 95 471 12 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 0 29 129 186 39 173 118 745 23 120 752 19
Arrive On Green 0.00 0.00 0.02 0.14 0.14 0.14 0.08 0.47 0.47 0.09 0.48 0.48 Sat Flow, veh/h 0 1856 1572 1474 308 1399 1767 1170 123 1767 1279 33 Grp Volume(v), veh/h 0 0 160 168 0 36 83 0 590 95 0 483 Grp Sat Flow(s),veh/h/ln 0 1856 1572 1782 0 1399 1767 0 1293 1767 0 1312 Q Serve(g_s), s 0.0 0.0 2.0 8.5 0.0 2.1 4.3 0.0 42.1 4.9 0.0 29.1 Cycle Q Clear(g_c), s 0.0 0.0 2.0 8.5 0.0 2.1 4.3 0.0 42.1 4.9 0.0 29.1 Prop In Lane 0.00 1.00 0.83 1.00 1.00 0.09 1.00 0.02
Lane Grp Cap(c), veh/h 0 29 129 224 0 173 118 0 768 120 0 771 V/C Ratio(X) 0.00 0.00 1.24 0.75 0.00 0.21 0.70 0.00 0.77 0.79 0.00 0.63 Avail Cap(c_a), veh/h 0 39 165 1106 0 869 1097 0 1020 1097 0 1035 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 58.7 53.9 0.0 50.2 58.5 0.0 26.4 58.7 0.0 17.2 Incr Delay (d2), s/veh 0.0 0.0 153.6 1.9 0.0 0.2 2.9 0.0 1.7 4.3 0.0 0.3 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 129.8 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 9.7 5.4 0.0 1.1 2.7 0.0 50.4 3.2 0.0 9.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 212.3 55.8 0.0 50.4 61.3 0.0 158.0 63.0 0.0 17.5 LnGrp LOS F E D E F E B
Approach Vol, veh/h 160 204 673 578
Approach Delay, s/veh 212.3 54.9 146.0 25.0
Approach LOS F D F C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.7 52.9 23.5 13.0 52.6 6.0
Change Period (Y+Rc), s 4.7 7.7 9.7 4.7 * 7.7 4.0
Max Green Setting (Gmax), s 59.0 75.0 59.0 59.0 * 75 2.0 Max Q Clear Time (g_c+I1), s 6.3 31.1 10.5 6.9 44.1 4.0 Green Ext Time (p_c), s 0.0 0.6 0.2 0.0 0.8 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 97.8
HCM 7th LOS F
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 396 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 19: Main St & Grayson Avenue Existing Weekday PM
Fehr & Peers Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 30 29 26 667 696 55
Future Volume (veh/h) 30 29 26 667 696 55
Initial Q (Qb), veh 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1318 1318 1318
Adj Flow Rate, veh/h 32 8 28 717 748 58
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, % 3 3 3 3 3 3
Cap, veh/h 111 28 92 982 764 59
Arrive On Green 0.08 0.08 0.05 0.74 0.63 0.63
Sat Flow, veh/h 1348 337 1767 1318 1206 93
Grp Volume(v), veh/h 41 0 28 717 0 806
Grp Sat Flow(s),veh/h/ln1727 0 1767 1318 0 1299
Q Serve(g_s), s 1.8 0.0 1.2 24.3 0.0 47.8
Cycle Q Clear(g_c), s 1.8 0.0 1.2 24.3 0.0 47.8
Prop In Lane 0.78 0.20 1.00 0.07
Lane Grp Cap(c), veh/h 142 0 92 982 0 824
V/C Ratio(X) 0.29 0.00 0.30 0.73 0.00 0.98
Avail Cap(c_a), veh/h 1103 0 1084 1271 0 1187
HCM Platoon Ratio 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
Uniform Delay (d), s/veh 34.5 0.0 36.5 5.7 0.0 14.1
Incr Delay (d2), s/veh 0.4 0.0 0.7 1.0 0.0 15.6
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.8 0.0 0.5 4.3 0.0 14.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 34.9 0.0 37.1 6.7 0.0 29.7
LnGrp LOS C D A C
Approach Vol, veh/h 41 745 806
Approach Delay, s/veh 34.9 7.8 29.7
Approach LOS C A C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s8.9 59.8 68.6 11.3
Change Period (Y+Rc), s 4.7 9.1 * 9.1 4.7
Max Green Setting (Gmax), s 49.0 73.0 * 77 51.0
Max Q Clear Time (g_c+I1), s 3.2 49.8 26.3 3.8
Green Ext Time (p_c), s 0.0 0.9 0.7 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 19.6
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 397 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
20: Main St & Sulphur Springs Ave Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 9 63 43 684 711 14
Future Vol, veh/h 9 63 43 684 711 14
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 150 0 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 93 93 93 93 93 93
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 10 68 46 735 765 15
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1600 772 780 0 - 0
Stage 1 772 - - - - -
Stage 2 828 - - - - -
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 116 398 833 - - -
Stage 1 454 - - - - -
Stage 2 427 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 110 398 833 - - -
Mov Cap-2 Maneuver 245 - - - - -
Stage 1 429 - - - - -
Stage 2 427 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 16.44 0.57 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 833 - 245 398 - -
HCM Lane V/C Ratio 0.055 - 0.039 0.17 - -
HCM Ctrl Dly (s/v) 9.6 - 20.3 15.9 - -
HCM Lane LOS A - C C - -
HCM 95th %tile Q(veh) 0.2 - 0.1 0.6 - -

Page 398 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
21: Starr Ave & Hunt Ave Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.1
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 16 57 5 6 34 15
Future Vol, veh/h 16 57 5 6 34 15
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 17 61 5 6 37 16
Number of Lanes 1 0 0 1 1 0
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh 6.9 7.3 7.3

HCM LOS A A A
Lane NBLn1 EBLn1 WBLn1
Vol Left, % 69% 0% 45%
Vol Thru, % 0% 22% 55%
Vol Right, % 31% 78% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 49 73 11
LT Vol 34 0 5
Through Vol 0 16 6
RT Vol 15 57 0
Lane Flow Rate 53 78 12
Geometry Grp 1 1 1
Degree of Util (X) 0.059 0.078 0.014
Departure Headway (Hd) 4.064 3.584 4.194
Convergence, Y/N Yes Yes Yes
Cap 882 998 852
Service Time 2.085 1.61 2.225
HCM Lane V/C Ratio 0.06 0.078 0.014
HCM Control Delay, s/veh 7.3 6.9 7.3
HCM Lane LOS A A A
HCM 95th-tile Q 0.2 0.3 0

Page 399 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
22: Pope Street & Starr Ave Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 25 155 169 37 58 10
Future Vol, veh/h 25 155 169 37 58 10
Conflicting Peds, #/hr 2 0 0 2 0 2
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 28 176 192 42 66 11
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 236 0 - 0 448 217
Stage 1 - - - - 215 -
Stage 2 - - - - 233 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1325 - - - 567 820
Stage 1 - - - - 818 -
Stage 2 - - - - 803 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1323 - - - 551 817
Mov Cap-2 Maneuver - - - - 551 -
Stage 1 - - - - 797 -
Stage 2 - - - - 802 -
Approach EB WB SB
HCM Ctrl Dly, s/v 1.08 0 12.18

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 250 - - - 579
HCM Lane V/C Ratio 0.021 - - - 0.134
HCM Ctrl Dly (s/v) 7.8 0 - - 12.2
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.5

Page 400 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
23: College Ave/Paseo Grand Dr & Pope Street Existing Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 2.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 21 157 33 14 144 5 42 2 11 2 1 18
Future Vol, veh/h 21 157 33 14 144 5 42 2 11 2 1 18
Conflicting Peds, #/hr 0 0 1 1 0 0 2 0 0 0 0 2
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - - - 50 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 25 185 39 16 169 6 49 2 13 2 1 21
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 175 0 0 225 0 0 459 463 205 441 479 174 Stage 1 - - - - - - 255 255 - 205 205 -
Stage 2 - - - - - - 205 208 - 235 274 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1395 - - 1338 - - 510 495 833 525 484 866 Stage 1 - - - - - - 748 695 - 794 730 -
Stage 2 - - - - - - 795 728 - 766 681 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1395 - - 1337 - - 480 479 832 499 469 865 Mov Cap-2 Maneuver - - - - - - 480 479 - 499 469 -
Stage 1 - - - - - - 734 682 - 785 721 -
Stage 2 - - - - - - 763 719 - 738 669 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 0.76 0.66 12.6 9.77

HCM LOS B A
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 480 832 1395 - - 1337 - - 779
HCM Lane V/C Ratio 0.108 0.016 0.018 - - 0.012 - - 0.032 HCM Ctrl Dly (s/v) 13.4 9.4 7.6 - - 7.7 - - 9.8
HCM Lane LOS B A A - - A - - A
HCM 95th %tile Q(veh) 0.4 0 0.1 - - 0 - - 0.1

Page 401 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
24: Silverado Trail & Pratt Ave Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 2 33 9 382 573 11
Future Vol, veh/h 2 33 9 382 573 11
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 2 37 10 429 644 12
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1099 650 656 0 - 0
Stage 1 650 - - - - -
Stage 2 449 - - - - -
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 234 467 926 - - -
Stage 1 518 - - - - -
Stage 2 641 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 231 467 926 - - -
Mov Cap-2 Maneuver 231 - - - - -
Stage 1 510 - - - - -
Stage 2 641 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 13.95 0.21 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 41 - 441 - -
HCM Lane V/C Ratio 0.011 - 0.089 - -
HCM Ctrl Dly (s/v) 8.9 0 14 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0 - 0.3 - -

Page 402 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
25: Silverado Trail & Howell Mountain Rd Existing Weekday PM Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 18 19 372 10 5 601
Future Vol, veh/h 18 19 372 10 5 601
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 87 87 87 87 87 87
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 21 22 428 11 6 691
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1136 433 0 0 439 0
Stage 1 433 - - - - -
Stage 2 702 - - - - -
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 223 620 - - 1115 -
Stage 1 652 - - - - -
Stage 2 489 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 221 620 - - 1115 -
Mov Cap-2 Maneuver 352 - - - - -
Stage 1 652 - - - - -
Stage 2 487 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 13.78 0 0.07

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 452 1115 -
HCM Lane V/C Ratio - - 0.094 0.005 -
HCM Ctrl Dly (s/v) - - 13.8 8.2 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.3 0 -

Page 403 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
26: Silverado Trail & Pope Street Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 63 109 62 319 515 104
Future Vol, veh/h 63 109 62 319 515 104
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - 225
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 71 122 70 358 579 117
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1076 579 696 0 - 0
Stage 1 579 - - - - -
Stage 2 498 - - - - -
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 242 513 896 - - -
Stage 1 559 - - - - -
Stage 2 609 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 223 513 896 - - -
Mov Cap-2 Maneuver 355 - - - - -
Stage 1 515 - - - - -
Stage 2 609 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 19.36 1.52 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 896 - 441 - -
HCM Lane V/C Ratio 0.078 - 0.438 - -
HCM Ctrl Dly (s/v) 9.4 - 19.4 - -
HCM Lane LOS A - C - -
HCM 95th %tile Q(veh) 0.3 - 2.2 - -

Page 404 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
27: Main St & Mills Ln Existing Weekday PM
Fehr & Peers Synchro 12 Report
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 0 0 1 0 0 7 0 696 1 4 750 7
Future Vol, veh/h 0 0 1 0 0 7 0 696 1 4 750 7
Conflicting Peds, #/hr 0 0 0 0 0 0 5 0 0 0 0 5
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - 150 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 0 1 0 0 8 0 748 1 4 806 8
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1572 1573 815 1564 1577 749 819 0 0 749 0 0 Stage 1 824 824 - 749 749 - - - - - - -
Stage 2 748 749 - 815 828 - - - - - - -
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 89 110 376 90 109 410 805 - - 855 - - Stage 1 366 386 - 402 418 - - - - - - -
Stage 2 403 418 - 370 384 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 86 108 374 89 108 410 801 - - 855 - - Mov Cap-2 Maneuver 86 108 - 89 108 - - - - - - -
Stage 1 362 382 - 402 418 - - - - - - -
Stage 2 395 418 - 367 381 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 14.65 13.94 0 0.05

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 801 - - 374 410 855 - -
HCM Lane V/C Ratio - - - 0.003 0.018 0.005 - -
HCM Ctrl Dly (s/v) 0 - - 14.7 13.9 9.2 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - -

Page 405 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
28: Main St & Charter Oak Ave Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 6.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 13 6 19 58 0 16 9 597 97 24 684 8
Future Vol, veh/h 13 6 19 58 0 16 9 597 97 24 684 8
Conflicting Peds, #/hr 0 0 0 0 0 0 10 0 0 0 0 10
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 100 - -
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 14 7 21 63 0 17 10 649 105 26 743 9
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1478 1584 758 1520 1536 702 762 0 0 754 0 0 Stage 1 810 810 - 721 721 - - - - - - -
Stage 2 668 774 - 799 814 - - - - - - -
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 103 108 405 97 115 437 846 - - 851 - - Stage 1 372 392 - 417 430 - - - - - - -
Stage 2 446 407 - 378 390 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 94 102 402 82 110 437 838 - - 851 - - Mov Cap-2 Maneuver 94 102 - 82 110 - - - - - - -
Stage 1 357 376 - 412 425 - - - - - - -
Stage 2 423 402 - 341 374 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 36.25 119.25 0.12 0.31

HCM LOS E F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 838 - - 156 100 851 - -
HCM Lane V/C Ratio 0.012 - - 0.265 0.804 0.031 - -
HCM Ctrl Dly (s/v) 9.3 - - 36.3 119.2 9.4 - -
HCM Lane LOS A - - E F A - -
HCM 95th %tile Q(veh) 0 - - 1 4.4 0.1 - -

Page 406 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
29: Oak Ave & Pine St Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 2 5 20 1 5 1 65 19 4 65 2
Future Vol, veh/h 1 2 5 20 1 5 1 65 19 4 65 2
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 1 2 6 24 1 6 1 76 22 5 76 2
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 7.1 7.6 7.5 7.6

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 1% 13% 77% 6%
Vol Thru, % 76% 25% 4% 92%
Vol Right, % 22% 63% 19% 3%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 85 8 26 71
LT Vol 1 1 20 4
Through Vol 65 2 1 65
RT Vol 19 5 5 2
Lane Flow Rate 100 9 31 84
Geometry Grp 1 1 1 1
Degree of Util (X) 0.11 0.01 0.037 0.095
Departure Headway (Hd) 3.95 3.94 4.312 4.089
Convergence, Y/N Yes Yes Yes Yes
Cap 903 894 820 873
Service Time 1.992 2.029 2.394 2.131
HCM Lane V/C Ratio 0.111 0.01 0.038 0.096
HCM Control Delay, s/veh 7.5 7.1 7.6 7.6
HCM Lane LOS A A A A
HCM 95th-tile Q 0.4 0 0.1 0.3

Page 407 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
30: Oak Ave & Adams St Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.3
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 7 29 27 44 31 15 15 67 96 16 81 4
Future Vol, veh/h 7 29 27 44 31 15 15 67 96 16 81 4
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, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 8 32 30 48 34 16 16 74 105 18 89 4
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8 8.4 8.4 8.3

HCM LOS A A A A
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 8% 11% 49% 16%
Vol Thru, % 38% 46% 34% 80%
Vol Right, % 54% 43% 17% 4%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 178 63 90 101
LT Vol 15 7 44 16
Through Vol 67 29 31 81
RT Vol 96 27 15 4
Lane Flow Rate 196 69 99 111
Geometry Grp 1 1 1 1
Degree of Util (X) 0.227 0.087 0.129 0.141
Departure Headway (Hd) 4.17 4.517 4.709 4.564
Convergence, Y/N Yes Yes Yes Yes
Cap 863 793 762 786
Service Time 2.191 2.546 2.737 2.588
HCM Lane V/C Ratio 0.227 0.087 0.13 0.141
HCM Control Delay, s/veh 8.4 8 8.4 8.3
HCM Lane LOS A A A A
HCM 95th-tile Q 0.9 0.3 0.4 0.5

Page 408 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
31: Oak Ave & Spring St Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.7
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 53 29 43 13 58 36 26 83 11 24 75 35
Future Vol, veh/h 53 29 43 13 58 36 26 83 11 24 75 35
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, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 58 32 47 14 64 40 29 91 12 26 82 38
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh8.7 8.5 8.7 8.7

HCM LOS A A A A
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 22% 42% 12% 18%
Vol Thru, % 69% 23% 54% 56%
Vol Right, % 9% 34% 34% 26%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 120 125 107 134
LT Vol 26 53 13 24
Through Vol 83 29 58 75
RT Vol 11 43 36 35
Lane Flow Rate 132 137 118 147
Geometry Grp 1 1 1 1
Degree of Util (X) 0.173 0.177 0.15 0.188
Departure Headway (Hd) 4.71 4.627 4.596 4.586
Convergence, Y/N Yes Yes Yes Yes
Cap 760 773 778 780
Service Time 2.75 2.667 2.638 2.625
HCM Lane V/C Ratio 0.174 0.177 0.152 0.188
HCM Control Delay, s/veh 8.7 8.7 8.5 8.7
HCM Lane LOS A A A A
HCM 95th-tile Q 0.6 0.6 0.5 0.7

Page 409 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
32: Main St & Spring St Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 1.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 22 51 76 515 486 31
Future Vol, veh/h 22 51 76 515 486 31
Conflicting Peds, #/hr 0 59 47 0 0 47
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 93 93 93 93 93 93
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 24 55 82 554 523 33
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1303 645 603 0 - 0
Stage 1 586 - - - - -
Stage 2 717 - - - - -
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 176 470 970 - - -
Stage 1 554 - - - - -
Stage 2 482 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 140 424 926 - - -
Mov Cap-2 Maneuver 274 - - - - -
Stage 1 462 - - - - -
Stage 2 460 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 17.58 1.19 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 231 - 364 - -
HCM Lane V/C Ratio 0.088 - 0.216 - -
HCM Ctrl Dly (s/v) 9.3 0 17.6 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.3 - 0.8 - -

Page 410 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
33: Pope St & Church St Existing Weekday PM
Fehr & Peers Synchro 12 Report
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 36 111 0 0 200 48 0 0 0 41 0 78
Future Vol, veh/h 36 111 0 0 200 48 0 0 0 41 0 78
Conflicting Peds, #/hr 15 0 6 6 0 15 1 0 1 1 0 1
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 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 39 121 0 0 217 52 0 0 0 45 0 85
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 285 0 0 127 0 0 423 489 128 458 463 259 Stage 1 - - - - - - 205 205 - 258 258 -
Stage 2 - - - - - - 218 285 - 200 205 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1272 - - 1453 - - 539 478 920 511 494 777 Stage 1 - - - - - - 795 730 - 744 692 -
Stage 2 - - - - - - 782 674 - 800 730 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1254 - - 1445 - - 460 453 914 486 468 765 Mov Cap-2 Maneuver - - - - - - 460 453 - 486 468 -
Stage 1 - - - - - - 764 702 - 733 682 -
Stage 2 - - - - - - 694 665 - 772 702 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.95 0 0 12.06

HCM LOS A B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 441 - - 1445 - - 639
HCM Lane V/C Ratio - 0.031 - - - - - 0.202
HCM Ctrl Dly (s/v) 0 8 0 - 0 - - 12.1
HCM Lane LOS A A A - A - - B
HCM 95th %tile Q(veh) - 0.1 - - 0 - - 0.8

Page 411 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
4: Hudson Ave & Madrona Ave Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 3.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 18 3 12 12 3 7
Future Vol, veh/h 18 3 12 12 3 7
Conflicting Peds, #/hr 0 3 3 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 81 81 81 81 81 81
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 22 4 15 15 4 9
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 29 0 72 27
Stage 1 - - - - 27 -
Stage 2 - - - - 44 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1578 - 930 1045
Stage 1 - - - - 993 -
Stage 2 - - - - 975 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1573 - 919 1043
Mov Cap-2 Maneuver - - - - 919 -
Stage 1 - - - - 990 -
Stage 2 - - - - 966 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 3.65 8.64

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 1002 - - 900 -
HCM Lane V/C Ratio 0.012 - - 0.009 -
HCM Ctrl Dly (s/v) 8.6 - - 7.3 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0 - - 0 -

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HCM 7th TWSC Saint Helena Streets Master Plan
5: Valley View St & Spring St Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 5.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 28 29 25 24 23 64
Future Vol, veh/h 28 29 25 24 23 64
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 71 71 71 71 71 71
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 39 41 35 34 32 90
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 80 0 164 60
Stage 1 - - - - 60 -
Stage 2 - - - - 104 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1511 - 824 1003
Stage 1 - - - - 960 -
Stage 2 - - - - 918 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1511 - 805 1003
Mov Cap-2 Maneuver - - - - 805 -
Stage 1 - - - - 960 -
Stage 2 - - - - 896 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 3.8 9.39

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 942 - - 918 -
HCM Lane V/C Ratio 0.13 - - 0.023 -
HCM Ctrl Dly (s/v) 9.4 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.4 - - 0.1 -

Page 413 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
6: Crane Ave/Valley View St & Grayson Ave Existing Conditions Weekend MD Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.6
Intersection LOS A
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 13 23 66 19 8 52
Future Vol, veh/h 13 23 66 19 8 52
Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 19 34 97 28 12 76
Number of Lanes 1 0 1 0 0 1
Approach WB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left NB WB
Conflicting Lanes Left 1 0 1
Conflicting Approach Right SB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay, s/veh 7.4 7.7 7.7

HCM LOS A A A
Lane NBLn1 WBLn1 SBLn1
Vol Left, % 0% 36% 13%
Vol Thru, % 78% 0% 87%
Vol Right, % 22% 64% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 85 36 60
LT Vol 0 13 8
Through Vol 66 0 52
RT Vol 19 23 0
Lane Flow Rate 125 53 88
Geometry Grp 1 1 1
Degree of Util (X) 0.138 0.059 0.102
Departure Headway (Hd) 3.976 4.002 4.165
Convergence, Y/N Yes Yes Yes
Cap 897 879 856
Service Time 2.021 2.098 2.213
HCM Lane V/C Ratio 0.139 0.06 0.103
HCM Control Delay, s/veh 7.7 7.4 7.7
HCM Lane LOS A A A
HCM 95th-tile Q 0.5 0.2 0.3

Page 414 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
7: Sulphur Spring Ave & Crane Ave Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 4.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 5 4 5 38 49 1
Future Vol, veh/h 5 4 5 38 49 1
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 68 68 68 68 68 68
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 7 6 7 56 72 1
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 63 0 - 0 56 35
Stage 1 - - - - 35 -
Stage 2 - - - - 21 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1533 - - - 949 1035
Stage 1 - - - - 985 -
Stage 2 - - - - 1000 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1533 - - - 945 1035
Mov Cap-2 Maneuver - - - - 945 -
Stage 1 - - - - 980 -
Stage 2 - - - - 1000 -
Approach EB WB SB
HCM Ctrl Dly, s/v 4.09 0 9.12

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1000 - - - 946
HCM Lane V/C Ratio 0.005 - - - 0.078
HCM Ctrl Dly (s/v) 7.4 0 - - 9.1
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.3

Page 415 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
8: Main St & Pratt Ave Existing Conditions Weekend MD
Synchro 12 Report
Intersection
Int Delay, s/veh 1.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 1 8 20 0 12 14 625 22 11 584 5
Future Vol, veh/h 5 1 8 20 0 12 14 625 22 11 584 5
Conflicting Peds, #/hr 1 0 2 2 0 1 6 0 1 1 0 6
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 150 - - 70 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 5 1 8 21 0 13 15 651 23 11 608 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1321 1344 619 1326 1335 665 620 0 0 675 0 0 Stage 1 640 640 - 693 693 - - - - - - -
Stage 2 681 704 - 634 642 - - - - - - -
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 133 151 487 132 153 459 956 - - 912 - - Stage 1 462 468 - 432 443 - - - - - - -
Stage 2 439 438 - 466 467 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 125 146 483 125 148 458 951 - - 911 - - Mov Cap-2 Maneuver 125 146 - 125 148 - - - - - - -
Stage 1 454 460 - 425 436 - - - - - - -
Stage 2 420 431 - 450 459 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 22.47 30.98 0.19 0.17

HCM LOS C D
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 951 - - 221 172 911 - -
HCM Lane V/C Ratio 0.015 - - 0.066 0.194 0.013 - -
HCM Ctrl Dly (s/v) 8.8 - - 22.5 31 9 - -
HCM Lane LOS A - - C D A - -
HCM 95th %tile Q(veh) 0 - - 0.2 0.7 0 - -

Page 416 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
9: Main St & Elmhurst Ave Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 1.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 31 25 20 630 589 23
Future Vol, veh/h 31 25 20 630 589 23
Conflicting Peds, #/hr 0 1 9 0 0 9
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 99 99 99 99 99 99
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 31 25 20 636 595 23
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1292 617 627 0 - 0
Stage 1 616 - - - - -
Stage 2 677 - - - - -
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 179 488 950 - - -
Stage 1 537 - - - - -
Stage 2 503 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 170 484 942 - - -
Mov Cap-2 Maneuver 170 - - - - -
Stage 1 515 - - - - -
Stage 2 499 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 24.63 0.27 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 55 - 239 - -
HCM Lane V/C Ratio 0.021 - 0.236 - -
HCM Ctrl Dly (s/v) 8.9 0 24.6 - -
HCM Lane LOS A A C - -
HCM 95th %tile Q(veh) 0.1 - 0.9 - -

Page 417 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 10: Main St & Madrona Ave/Fulton Ln Existing Conditions Weekend MD Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 73 15 31 4 17 74 13 503 5 41 525 48 Future Volume (veh/h) 73 15 31 4 17 74 13 503 5 41 525 48 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 25 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 78 16 20 4 18 13 14 541 5 44 565 49 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 214 36 31 79 117 75 163 747 7 355 703 44
Arrive On Green 0.13 0.13 0.13 0.13 0.13 0.13 0.51 0.51 0.51 0.51 0.51 0.51 Sat Flow, veh/h 909 327 263 84 989 634 802 1304 12 854 1195 104 Grp Volume(v), veh/h 114 0 0 35 0 0 14 0 546 44 0 614
Grp Sat Flow(s),veh/h/ln 1498 0 0 1708 0 0 802 0 1316 854 0 1299 Q Serve(g_s), s 2.6 0.0 0.0 0.0 0.0 0.0 0.8 0.0 17.2 2.3 0.0 21.8 Cycle Q Clear(g_c), s 3.5 0.0 0.0 0.9 0.0 0.0 22.6 0.0 17.2 19.5 0.0 21.8 Prop In Lane 0.68 0.18 0.11 0.37 1.00 0.01 1.00 0.08
Lane Grp Cap(c), veh/h 281 0 0 271 0 0 163 0 754 355 0 747 V/C Ratio(X) 0.41 0.00 0.00 0.13 0.00 0.00 0.09 0.00 0.72 0.12 0.00 0.82 Avail Cap(c_a), veh/h 1297 0 0 1432 0 0 810 0 1670 932 0 1648 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.4 0.0 0.0 25.0 0.0 0.0 29.1 0.0 9.0 16.2 0.0 11.9 Incr Delay (d2), s/veh 0.3 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.5 0.1 0.0 0.9 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 45.2 %ile BackOfQ(50%),veh/ln 1.6 0.0 0.0 0.5 0.0 0.0 0.2 0.0 4.1 0.4 0.0 17.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 26.8 0.0 0.0 25.1 0.0 0.0 29.1 0.0 9.5 16.3 0.0 57.9 LnGrp LOS C C C A B E
Approach Vol, veh/h 114 35 560 658
Approach Delay, s/veh 26.8 25.1 10.0 55.2
Approach LOS C C B E
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 34.0 15.6 34.0 15.6
Change Period (Y+Rc), s 8.7 9.2 8.7 9.2
Max Green Setting (Gmax), s 63.0 40.0 63.0 40.0
Max Q Clear Time (g_c+I1), s 24.6 5.5 23.8 2.9
Green Ext Time (p_c), s 0.7 0.1 0.9 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 33.5
HCM 7th LOS C

Page 418 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
11: Railroad Ave & Fulton Ln Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 5.8
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 7 48 6 8 91 4
Future Vol, veh/h 7 48 6 8 91 4
Conflicting Peds, #/hr 0 3 3 0 4 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 79 79 79 79 79 79
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 9 61 8 10 115 5
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 73 0 72 42
Stage 1 - - - - 42 -
Stage 2 - - - - 29 -
Critical Hdwy - - 4.13 - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy - - 2.227 - 3.527 3.327
Pot Cap-1 Maneuver - - 1521 - 930 1026
Stage 1 - - - - 978 -
Stage 2 - - - - 991 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1517 - 919 1023
Mov Cap-2 Maneuver - - - - 919 -
Stage 1 - - - - 975 -
Stage 2 - - - - 982 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0 3.17 9.48

HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 923 - - 771 -
HCM Lane V/C Ratio 0.13 - - 0.005 -
HCM Ctrl Dly (s/v) 9.5 - - 7.4 0
HCM Lane LOS A - - A A
HCM 95th %tile Q(veh) 0.4 - - 0 -

Page 419 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 12: Main St & Adams St Existing Conditions Weekend MD
Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 33 26 29 32 32 17 451 24 34 500 26 Future Volume (veh/h) 38 33 26 29 32 32 17 451 24 34 500 26 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 20 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 0.74 0.69 0.74 0.69 1.00 0.93 1.00 0.87 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1856 Adj Flow Rate, veh/h 39 34 20 30 33 23 18 465 25 35 515 27 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 148 117 56 127 124 70 65 581 31 105 618 24
Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.04 0.41 0.41 0.06 0.44 0.44 Sat Flow, veh/h 434 588 280 339 624 352 1767 1234 66 1767 1231 65 Grp Volume(v), veh/h 93 0 0 86 0 0 18 0 490 35 0 542
Grp Sat Flow(s),veh/h/ln 1302 0 0 1315 0 0 1767 0 1300 1767 0 1295 Q Serve(g_s), s 0.2 0.0 0.0 0.0 0.0 0.0 0.7 0.0 26.2 1.4 0.0 29.8 Cycle Q Clear(g_c), s 3.6 0.0 0.0 3.3 0.0 0.0 0.7 0.0 26.2 1.4 0.0 29.8 Prop In Lane 0.42 0.22 0.35 0.27 1.00 0.05 1.00 0.05
Lane Grp Cap(c), veh/h 321 0 0 321 0 0 65 0 612 105 0 642 V/C Ratio(X) 0.29 0.00 0.00 0.27 0.00 0.00 0.28 0.00 0.80 0.33 0.00 0.84 Avail Cap(c_a), veh/h 997 0 0 1008 0 0 1410 0 1337 1410 0 1331 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.9 0.0 0.0 29.8 0.0 0.0 40.4 0.0 18.5 39.0 0.0 20.4 Incr Delay (d2), s/veh 0.2 0.0 0.0 0.2 0.0 0.0 0.9 0.0 0.9 0.7 0.0 1.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 44.8 %ile BackOfQ(50%),veh/ln 1.7 0.0 0.0 1.5 0.0 0.0 0.4 0.0 7.6 0.7 0.0 20.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 30.1 0.0 0.0 30.0 0.0 0.0 41.3 0.0 19.5 39.6 0.0 66.4 LnGrp LOS C C D B D E
Approach Vol, veh/h 93 86 508 577
Approach Delay, s/veh 30.1 30.0 20.2 64.7
Approach LOS C C C E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.5 41.2 25.2 9.3 39.4 25.2
Change Period (Y+Rc), s 4.7 8.7 8.7 4.7 8.7 8.7
Max Green Setting (Gmax), s 59.0 76.0 55.0 59.0 76.0 55.0 Max Q Clear Time (g_c+I1), s 2.7 31.8 5.6 3.4 28.2 5.3
Green Ext Time (p_c), s 0.0 0.7 0.2 0.0 0.6 0.2
Intersection Summary
HCM 7th Control Delay, s/veh 41.9
HCM 7th LOS D

Page 420 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
13: Railroad Ave & Adams St Existing Conditions Weekend MD Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 7 33 53 8 33 47 38 46 9 32 34 6
Future Vol, veh/h 7 33 53 8 33 47 38 46 9 32 34 6
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 8 36 58 9 36 51 41 50 10 35 37 7
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh7.7 7.7 8.2 8

HCM LOS A A A A
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 41% 8% 9% 44%
Vol Thru, % 49% 35% 38% 47%
Vol Right, % 10% 57% 53% 8%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 93 93 88 72
LT Vol 38 7 8 32
Through Vol 46 33 33 34
RT Vol 9 53 47 6
Lane Flow Rate 101 101 96 78
Geometry Grp 1 1 1 1
Degree of Util (X) 0.126 0.116 0.111 0.098
Departure Headway (Hd) 4.488 4.144 4.175 4.529
Convergence, Y/N Yes Yes Yes Yes
Cap 801 867 861 794
Service Time 2.504 2.158 2.187 2.545
HCM Lane V/C Ratio 0.126 0.116 0.111 0.098
HCM Control Delay, s/veh 8.2 7.7 7.7 8
HCM Lane LOS A A A A
HCM 95th-tile Q 0.4 0.4 0.4 0.3

Page 421 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
14: Library Ln & Adams St Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 5.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 19 7 1 0 8 0 3 0 0 0 0 11
Future Vol, veh/h 19 7 1 0 8 0 3 0 0 0 0 11
Conflicting Peds, #/hr 1 0 6 6 0 1 0 0 4 4 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 72 72 72 72 72 72 72 72 72 72 72 72
Heavy Vehicles, % 6 6 6 6 6 6 6 6 6 6 6 6
Mvmt Flow 26 10 1 0 11 0 4 0 0 0 0 15
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 12 0 0 17 0 0 80 81 20 79 82 12
Stage 1 - - - - - - 69 69 - 12 12 -
Stage 2 - - - - - - 11 12 - 67 70 -
Critical Hdwy 4.16 - - 4.16 - - 7.16 6.56 6.26 7.16 6.56 6.26 Critical Hdwy Stg 1 - - - - - - 6.16 5.56 - 6.16 5.56 - Critical Hdwy Stg 2 - - - - - - 6.16 5.56 - 6.16 5.56 - Follow-up Hdwy 2.254 - - 2.254 - - 3.554 4.054 3.354 3.554 4.054 3.354 Pot Cap-1 Maneuver 1581 - - 1574 - - 898 801 1046 900 801 1057 Stage 1 - - - - - - 931 830 - 998 878 -
Stage 2 - - - - - - 999 878 - 934 829 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1579 - - 1565 - - 865 783 1036 881 782 1056 Mov Cap-2 Maneuver - - - - - - 865 783 - 881 782 -
Stage 1 - - - - - - 910 811 - 997 877 -
Stage 2 - - - - - - 985 877 - 915 810 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 5.15 0 9.18 8.46

HCM LOS A A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 865 1236 - - 1565 - - 1056
HCM Lane V/C Ratio 0.005 0.017 - - - - - 0.014
HCM Ctrl Dly (s/v) 9.2 7.3 0 - 0 - - 8.5
HCM Lane LOS A A A - A - - A
HCM 95th %tile Q(veh) 0 0.1 - - 0 - - 0

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HCM 7th TWSC Saint Helena Streets Master Plan
15: Main St & Hunt Ave Existing Conditions Weekend MD
Synchro 12 Report
Intersection
Int Delay, s/veh 0.9
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 15 19 473 58 21 534
Future Vol, veh/h 15 19 473 58 21 534
Conflicting Peds, #/hr 172 3 0 301 301 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 85 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 99 99 99 99 99 99
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 15 19 478 59 21 539
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1562 811 0 0 837 0
Stage 1 808 - - - - -
Stage 2 754 - - - - -
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 122 378 - - 793 -
Stage 1 437 - - - - -
Stage 2 463 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 70 269 - - 565 -
Mov Cap-2 Maneuver 187 - - - - -
Stage 1 312 - - - - -
Stage 2 373 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 23.85 0 0.44

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 225 565 -
HCM Lane V/C Ratio - - 0.153 0.038 -
HCM Ctrl Dly (s/v) - - 23.9 11.6 -
HCM Lane LOS - - C B -
HCM 95th %tile Q(veh) - - 0.5 0.1 -

Page 423 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
16: Church St/Railroad Ave & Hunt Ave Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 6.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 29 32 15 26 17 48 4 19 31 44 29 11
Future Vol, veh/h 29 32 15 26 17 48 4 19 31 44 29 11
Conflicting Peds, #/hr 17 0 49 17 0 49 5 0 17 3 0 5
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 31 34 16 28 18 51 4 20 33 47 31 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 118 0 0 99 0 0 247 326 108 271 309 98 Stage 1 - - - - - - 153 153 - 148 148 -
Stage 2 - - - - - - 94 173 - 123 161 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1464 - - 1488 - - 705 590 943 680 604 956 Stage 1 - - - - - - 847 769 - 852 773 -
Stage 2 - - - - - - 911 753 - 879 763 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1396 - - 1418 - - 596 514 885 565 525 907 Mov Cap-2 Maneuver - - - - - - 596 514 - 565 525 -
Stage 1 - - - - - - 789 717 - 796 722 -
Stage 2 - - - - - - 839 704 - 790 711 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 2.91 2.17 10.73 12.35

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 686 646 - - 448 - - 579
HCM Lane V/C Ratio 0.084 0.022 - - 0.02 - - 0.154
HCM Ctrl Dly (s/v) 10.7 7.6 0 - 7.6 0 - 12.4
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.3 0.1 - - 0.1 - - 0.5

Page 424 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
17: Mitchell Dr & Oak Ave Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 10 0 24 60 83 8
Future Vol, veh/h 10 0 24 60 83 8
Conflicting Peds, #/hr 3 0 0 3 0 1
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - 20 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 81 81 81 81 81 81
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 12 0 30 74 102 10
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 107 0 - 0 57 34
Stage 1 - - - - 33 -
Stage 2 - - - - 25 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1478 - - - 947 1037
Stage 1 - - - - 987 -
Stage 2 - - - - 995 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1474 - - - 934 1033
Mov Cap-2 Maneuver - - - - 934 -
Stage 1 - - - - 976 -
Stage 2 - - - - 992 -
Approach EB WB SB
HCM Ctrl Dly, s/v 7.46 0 9.34

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1474 - - - 942
HCM Lane V/C Ratio 0.008 - - - 0.119
HCM Ctrl Dly (s/v) 7.5 0 - - 9.3
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.4

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HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 18: Main St & Mitchell Dr/Pope St Existing Conditions Weekend MD Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 131 97 21 60 85 513 43 51 508 4 Future Volume (veh/h) 0 0 131 97 21 60 85 513 43 51 508 4 Initial Q (Qb), veh 0 0 0 0 0 0 0 50 0 0 25 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.89 1.00 0.94 1.00 0.92 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1318 1318 1856 1318 1318 Adj Flow Rate, veh/h 0 0 134 99 21 8 87 523 44 52 518 4 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 0 32 132 183 39 169 129 716 22 111 732 3
Arrive On Green 0.00 0.00 0.02 0.15 0.15 0.15 0.09 0.46 0.46 0.07 0.44 0.44 Sat Flow, veh/h 0 1856 1572 1470 312 1397 1767 1192 100 1767 1305 10 Grp Volume(v), veh/h 0 0 134 120 0 8 87 0 567 52 0 522
Grp Sat Flow(s),veh/h/ln 0 1856 1572 1782 0 1397 1767 0 1293 1767 0 1316 Q Serve(g_s), s 0.0 0.0 2.0 5.4 0.0 0.4 4.2 0.0 37.5 2.5 0.0 32.6 Cycle Q Clear(g_c), s 0.0 0.0 2.0 5.4 0.0 0.4 4.2 0.0 37.5 2.5 0.0 32.6 Prop In Lane 0.00 1.00 0.82 1.00 1.00 0.08 1.00 0.01
Lane Grp Cap(c), veh/h 0 32 132 221 0 169 129 0 769 111 0 657 V/C Ratio(X) 0.00 0.00 1.02 0.54 0.00 0.05 0.67 0.00 0.74 0.47 0.00 0.79 Avail Cap(c_a), veh/h 0 42 177 1190 0 933 1180 0 1097 1194 0 1117 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 57.8 48.4 0.0 45.4 53.1 0.0 24.9 53.1 0.0 24.0 Incr Delay (d2), s/veh 0.0 0.0 62.9 0.8 0.0 0.0 2.3 0.0 0.7 1.1 0.0 0.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 115.7 0.0 0.0 50.8 %ile BackOfQ(50%),veh/ln 0.0 0.0 6.5 3.4 0.0 0.2 2.6 0.0 46.1 1.5 0.0 23.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 0.0 0.0 120.8 49.2 0.0 45.5 55.4 0.0 141.3 54.2 0.0 75.7 LnGrp LOS F D D E F D E
Approach Vol, veh/h 134 128 654 574
Approach Delay, s/veh 120.8 49.0 129.9 73.7
Approach LOS F D F E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.6 46.6 23.2 11.2 48.0 6.0
Change Period (Y+Rc), s 4.7 7.7 9.7 4.7 * 7.7 4.0
Max Green Setting (Gmax), s 59.0 75.0 59.0 59.7 * 75 2.0 Max Q Clear Time (g_c+I1), s 6.2 34.6 7.4 4.5 39.5 4.0
Green Ext Time (p_c), s 0.0 0.7 0.1 0.0 0.8 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 100.5
HCM 7th LOS F
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 426 of 1051 ends

HCM 7th Signalized Intersection Summary Saint Helena Streets Master Plan 19: Main St & Grayson Avenue Existing Conditions Weekend MD Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 19 25 34 721 739 18
Future Volume (veh/h) 19 25 34 721 739 18
Initial Q (Qb), veh 0 0 0 30 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.97
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1318 1318 1318
Adj Flow Rate, veh/h 19 2 35 736 754 18
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 3 3 3 3 3 3
Cap, veh/h 81 9 109 1007 820 20
Arrive On Green 0.06 0.06 0.06 0.74 0.61 0.61
Sat Flow, veh/h 1512 159 1767 1318 1281 31
Grp Volume(v), veh/h 22 0 35 736 0 772
Grp Sat Flow(s),veh/h/ln1751 0 1767 1318 0 1312
Q Serve(g_s), s 0.8 0.0 1.3 22.1 0.0 37.9
Cycle Q Clear(g_c), s 0.8 0.0 1.3 22.1 0.0 37.9
Prop In Lane 0.86 0.09 1.00 0.02
Lane Grp Cap(c), veh/h 94 0 109 1007 0 840
V/C Ratio(X) 0.23 0.00 0.32 0.73 0.00 0.92
Avail Cap(c_a), veh/h 1328 0 1288 1510 0 1424
HCM Platoon Ratio 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
Uniform Delay (d), s/veh 35.3 0.0 35.0 6.7 0.0 11.9
Incr Delay (d2), s/veh 0.5 0.0 0.6 0.4 0.0 3.5
Initial Q Delay(d3), s/veh 0.0 0.0 0.0 23.8 0.0 0.0
%ile BackOfQ(50%),veh/ln0.4 0.0 0.6 12.8 0.0 9.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 35.8 0.0 35.6 30.8 0.0 15.4
LnGrp LOS D D C B
Approach Vol, veh/h 22 771 772
Approach Delay, s/veh 35.8 31.1 15.4
Approach LOS D C B
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s9.0 49.8 58.8 8.4
Change Period (Y+Rc), s 4.7 9.1 * 9.1 4.7
Max Green Setting (Gmax), s 49.0 73.0 * 77 51.0
Max Q Clear Time (g_c+I1), s 3.3 39.9 24.1 2.8
Green Ext Time (p_c), s 0.0 0.8 0.7 0.0
Intersection Summary
HCM 7th Control Delay, s/veh 23.4
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier.

Page 427 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
20: Main St & Sulphur Springs Ave Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 0.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 7 45 32 748 752 12
Future Vol, veh/h 7 45 32 748 752 12
Conflicting Peds, #/hr 0 0 4 0 0 4
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 150 0 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 98 98 98 98 98 98
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 7 46 33 763 767 12
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1606 777 784 0 - 0
Stage 1 777 - - - - -
Stage 2 829 - - - - -
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 115 395 830 - - -
Stage 1 451 - - - - -
Stage 2 427 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 110 394 827 - - -
Mov Cap-2 Maneuver 246 - - - - -
Stage 1 432 - - - - -
Stage 2 425 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 15.99 0.39 0

HCM LOS C
Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR
Capacity (veh/h) 827 - 246 394 - -
HCM Lane V/C Ratio 0.039 - 0.029 0.117 - -
HCM Ctrl Dly (s/v) 9.5 - 20.1 15.4 - -
HCM Lane LOS A - C C - -
HCM 95th %tile Q(veh) 0.1 - 0.1 0.4 - -

Page 428 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
21: Starr Ave & Hunt Ave Existing Conditions Weekend MD Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.1
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 6 39 5 3 29 4
Future Vol, veh/h 6 39 5 3 29 4
Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 8 51 6 4 38 5
Number of Lanes 1 0 0 1 1 0
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach Right NB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh 6.8 7.3 7.4

HCM LOS A A A
Lane NBLn1 EBLn1 WBLn1
Vol Left, % 88% 0% 63%
Vol Thru, % 0% 13% 38%
Vol Right, % 12% 87% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 33 45 8
LT Vol 29 0 5
Through Vol 0 6 3
RT Vol 4 39 0
Lane Flow Rate 43 58 10
Geometry Grp 1 1 1
Degree of Util (X) 0.05 0.057 0.012
Departure Headway (Hd) 4.173 3.513 4.195
Convergence, Y/N Yes Yes Yes
Cap 860 1018 852
Service Time 2.188 1.539 2.224
HCM Lane V/C Ratio 0.05 0.057 0.012
HCM Control Delay, s/veh 7.4 6.8 7.3
HCM Lane LOS A A A
HCM 95th-tile Q 0.2 0.2 0

Page 429 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
22: Pope Street & Starr Ave Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 1.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 14 146 169 31 29 9
Future Vol, veh/h 14 146 169 31 29 9
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 15 152 176 32 30 9
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 208 0 - 0 373 192
Stage 1 - - - - 192 -
Stage 2 - - - - 181 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1357 - - - 626 847
Stage 1 - - - - 838 -
Stage 2 - - - - 848 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1357 - - - 618 847
Mov Cap-2 Maneuver - - - - 618 -
Stage 1 - - - - 828 -
Stage 2 - - - - 848 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.67 0 10.8

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 157 - - - 660
HCM Lane V/C Ratio 0.011 - - - 0.06
HCM Ctrl Dly (s/v) 7.7 0 - - 10.8
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.2

Page 430 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
23: College Ave/Paseo Grand Dr & Pope Street Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 2.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 21 107 22 13 171 8 21 2 7 3 2 15
Future Vol, veh/h 21 107 22 13 171 8 21 2 7 3 2 15
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 85 - - 90 - - - - 50 - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 24 120 25 15 192 9 24 2 8 3 2 17
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 201 0 0 145 0 0 402 410 133 394 418 197 Stage 1 - - - - - - 180 180 - 226 226 -
Stage 2 - - - - - - 222 230 - 169 192 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1365 - - 1431 - - 557 530 914 563 524 842 Stage 1 - - - - - - 820 749 - 775 715 -
Stage 2 - - - - - - 778 712 - 831 740 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1365 - - 1431 - - 528 515 914 541 510 842 Mov Cap-2 Maneuver - - - - - - 528 515 - 541 510 -
Stage 1 - - - - - - 805 736 - 767 708 -
Stage 2 - - - - - - 752 705 - 807 727 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.08 0.51 11.43 10.07

HCM LOS B B
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 527 914 1365 - - 1431 - - 733
HCM Lane V/C Ratio 0.049 0.009 0.017 - - 0.01 - - 0.031 HCM Ctrl Dly (s/v) 12.2 9 7.7 - - 7.5 - - 10.1
HCM Lane LOS B A A - - A - - B
HCM 95th %tile Q(veh) 0.2 0 0.1 - - 0 - - 0.1

Page 431 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
24: Silverado Trail & Pratt Ave Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 18 15 388 408 10
Future Vol, veh/h 3 18 15 388 408 10
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 3 20 17 436 458 11
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 934 464 470 0 - 0
Stage 1 464 - - - - -
Stage 2 470 - - - - -
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 294 596 1087 - - -
Stage 1 631 - - - - -
Stage 2 627 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 288 596 1087 - - -
Mov Cap-2 Maneuver 288 - - - - -
Stage 1 618 - - - - -
Stage 2 627 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 12.3 0.31 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 67 - 517 - -
HCM Lane V/C Ratio 0.016 - 0.046 - -
HCM Ctrl Dly (s/v) 8.4 0 12.3 - -
HCM Lane LOS A A B - -
HCM 95th %tile Q(veh) 0 - 0.1 - -

Page 432 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
25: Silverado Trail & Howell Mountain Rd Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 0.5
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 21 9 394 24 3 423
Future Vol, veh/h 21 9 394 24 3 423
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - 100 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 90 90 90 90 90 90
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 23 10 438 27 3 470
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 928 451 0 0 464 0
Stage 1 451 - - - - -
Stage 2 477 - - - - -
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 296 606 - - 1092 -
Stage 1 639 - - - - -
Stage 2 622 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 295 606 - - 1092 -
Mov Cap-2 Maneuver 422 - - - - -
Stage 1 639 - - - - -
Stage 2 621 - - - - -
Approach WB NB SB
HCM Ctrl Dly, s/v 13.35 0 0.06

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 465 1092 -
HCM Lane V/C Ratio - - 0.072 0.003 -
HCM Ctrl Dly (s/v) - - 13.3 8.3 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0.2 0 -

Page 433 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
26: Silverado Trail & Pope Street Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 2.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 54 46 75 364 328 116
Future Vol, veh/h 54 46 75 364 328 116
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 100 - - 225
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 91 91 91 91 91 91
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 59 51 82 400 360 127
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 925 360 488 0 - 0
Stage 1 360 - - - - -
Stage 2 565 - - - - -
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 297 682 1070 - - -
Stage 1 703 - - - - -
Stage 2 567 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 274 682 1070 - - -
Mov Cap-2 Maneuver 400 - - - - -
Stage 1 649 - - - - -
Stage 2 567 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 14.35 1.48 0

HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1070 - 494 - -
HCM Lane V/C Ratio 0.077 - 0.222 - -
HCM Ctrl Dly (s/v) 8.6 - 14.4 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0.2 - 0.8 - -

Page 434 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
27: Main St & Mills Ln Existing Conditions Weekend MD
Synchro 12 Report
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 0 0 1 0 0 6 0 738 2 9 756 1
Future Vol, veh/h 0 0 1 0 0 6 0 738 2 9 756 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 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 0 1 0 0 6 0 753 2 9 771 1
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1543 1545 772 1544 1545 754 772 0 0 755 0 0 Stage 1 790 790 - 754 754 - - - - - - -
Stage 2 753 755 - 790 791 - - - - - - -
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 93 114 398 93 114 407 838 - - 851 - - Stage 1 382 400 - 400 416 - - - - - - -
Stage 2 400 415 - 382 400 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 91 113 398 92 113 407 838 - - 851 - - Mov Cap-2 Maneuver 91 113 - 92 113 - - - - - - -
Stage 1 378 396 - 400 416 - - - - - - -
Stage 2 394 415 - 377 395 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 14.07 13.97 0 0.11

HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 838 - - 398 407 851 - -
HCM Lane V/C Ratio - - - 0.003 0.015 0.011 - -
HCM Ctrl Dly (s/v) 0 - - 14.1 14 9.3 - -
HCM Lane LOS A - - B B A - -
HCM 95th %tile Q(veh) 0 - - 0 0 0 - -

Page 435 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
28: Main St & Charter Oak Ave Existing Conditions Weekend MD Synchro 12 Report
Intersection
Int Delay, s/veh 5.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 8 28 44 2 24 14 605 125 34 694 8
Future Vol, veh/h 12 8 28 44 2 24 14 605 125 34 694 8
Conflicting Peds, #/hr 0 0 0 0 0 0 15 0 3 3 0 15
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - 100 - - 100 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 13 8 29 46 2 25 15 630 130 35 723 8
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1473 1606 742 1525 1545 698 746 0 0 763 0 0 Stage 1 813 813 - 727 727 - - - - - - -
Stage 2 660 793 - 798 817 - - - - - - -
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 104 105 414 96 114 439 857 - - 845 - - Stage 1 371 390 - 414 427 - - - - - - -
Stage 2 450 399 - 378 389 - - - - - - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 89 97 408 77 106 437 845 - - 842 - - Mov Cap-2 Maneuver 89 97 - 77 106 - - - - - - -
Stage 1 350 369 - 405 419 - - - - - - -
Stage 2 415 391 - 329 367 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 35.2 89.33 0.18 0.44

HCM LOS E F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 845 - - 168 108 842 - -
HCM Lane V/C Ratio 0.017 - - 0.297 0.674 0.042 - -
HCM Ctrl Dly (s/v) 9.3 - - 35.2 89.3 9.5 - -
HCM Lane LOS A - - E F A - -
HCM 95th %tile Q(veh) 0.1 - - 1.2 3.5 0.1 - -

Page 436 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
29: Oak Ave & Pine St Existing Conditions Weekend MD
Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 1 0 10 4 1 3 71 9 2 51 0
Future Vol, veh/h 0 1 0 10 4 1 3 71 9 2 51 0
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 0 1 0 11 4 1 3 76 10 2 55 0
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 7.3 7.4 7.4 7.4

HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 4% 0% 67% 4%
Vol Thru, % 86% 100% 27% 96%
Vol Right, % 11% 0% 7% 0%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 83 1 15 53
LT Vol 3 0 10 2
Through Vol 71 1 4 51
RT Vol 9 0 1 0
Lane Flow Rate 89 1 16 57
Geometry Grp 1 1 1 1
Degree of Util (X) 0.098 0.001 0.019 0.064
Departure Headway (Hd) 3.965 4.216 4.298 4.054
Convergence, Y/N Yes Yes Yes Yes
Cap 904 841 826 883
Service Time 1.986 2.282 2.359 2.08
HCM Lane V/C Ratio 0.098 0.001 0.019 0.065
HCM Control Delay, s/veh 7.4 7.3 7.4 7.4
HCM Lane LOS A A A A
HCM 95th-tile Q 0.3 0 0.1 0.2

Page 437 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
30: Oak Ave & Adams St Existing Conditions Weekend MD
Synchro 12 Report
Intersection
Intersection Delay, s/veh 7.9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 19 4 40 16 9 8 64 62 7 44 2
Future Vol, veh/h 2 19 4 40 16 9 8 64 62 7 44 2
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 2 23 5 49 20 11 10 79 77 9 54 2
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh7.6 8 7.9 7.8

HCM LOS A A A A
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 6% 8% 62% 13%
Vol Thru, % 48% 76% 25% 83%
Vol Right, % 46% 16% 14% 4%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 134 25 65 53
LT Vol 8 2 40 7
Through Vol 64 19 16 44
RT Vol 62 4 9 2
Lane Flow Rate 165 31 80 65
Geometry Grp 1 1 1 1
Degree of Util (X) 0.18 0.038 0.101 0.08
Departure Headway (Hd) 3.926 4.461 4.523 4.378
Convergence, Y/N Yes Yes Yes Yes
Cap 897 806 796 822
Service Time 2.026 2.467 2.528 2.386
HCM Lane V/C Ratio 0.184 0.038 0.101 0.079
HCM Control Delay, s/veh 7.9 7.6 8 7.8
HCM Lane LOS A A A A
HCM 95th-tile Q 0.7 0.1 0.3 0.3

Page 438 of 1051 ends

HCM 7th AWSC Saint Helena Streets Master Plan
31: Oak Ave & Spring St Existing Conditions Weekend MD
Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 25 24 30 16 30 30 18 68 8 22 54 9
Future Vol, veh/h 25 24 30 16 30 30 18 68 8 22 54 9
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 30 29 36 19 36 36 22 82 10 27 65 11
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8 7.9 8.2 8.2

HCM LOS A A A A
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 19% 32% 21% 26%
Vol Thru, % 72% 30% 39% 64%
Vol Right, % 9% 38% 39% 11%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 94 79 76 85
LT Vol 18 25 16 22
Through Vol 68 24 30 54
RT Vol 8 30 30 9
Lane Flow Rate 113 95 92 102
Geometry Grp 1 1 1 1
Degree of Util (X) 0.141 0.116 0.111 0.128
Departure Headway (Hd) 4.476 4.389 4.363 4.489
Convergence, Y/N Yes Yes Yes Yes
Cap 803 819 823 800
Service Time 2.495 2.408 2.382 2.509
HCM Lane V/C Ratio 0.141 0.116 0.112 0.128
HCM Control Delay, s/veh 8.2 8 7.9 8.2
HCM Lane LOS A A A A
HCM 95th-tile Q 0.5 0.4 0.4 0.4

Page 439 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
32: Main St & Spring St Existing Conditions Weekend MD
Synchro 12 Report
Intersection
Int Delay, s/veh 1.9
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 16 43 58 515 520 29
Future Vol, veh/h 16 43 58 515 520 29
Conflicting Peds, #/hr 0 155 202 0 0 202
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 96 96 96 96 96 96
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 17 45 60 536 542 30
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 1416 914 774 0 - 0
Stage 1 759 - - - - -
Stage 2 657 - - - - -
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 150 330 837 - - -
Stage 1 461 - - - - -
Stage 2 514 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 86 227 676 - - -
Mov Cap-2 Maneuver 205 - - - - -
Stage 1 325 - - - - -
Stage 2 415 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 27.53 1.1 0

HCM LOS D
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 182 - 220 - -
HCM Lane V/C Ratio 0.089 - 0.279 - -
HCM Ctrl Dly (s/v) 10.8 0 27.5 - -
HCM Lane LOS B A D - -
HCM 95th %tile Q(veh) 0.3 - 1.1 - -

Page 440 of 1051 ends

HCM 7th TWSC Saint Helena Streets Master Plan
33: Pope St & Church St Existing Conditions Weekend MD
Synchro 12 Report
Intersection
Int Delay, s/veh 2.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 80 0 2 166 25 1 0 0 19 0 46
Future Vol, veh/h 18 80 0 2 166 25 1 0 0 19 0 46
Conflicting Peds, #/hr 10 0 7 7 0 10 2 0 0 0 0 2
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89
Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 20 90 0 2 187 28 1 0 0 21 0 52
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 225 0 0 97 0 0 330 366 97 345 352 213 Stage 1 - - - - - - 137 137 - 215 215 -
Stage 2 - - - - - - 193 229 - 130 137 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1338 - - 1490 - - 621 561 957 607 571 825 Stage 1 - - - - - - 863 781 - 785 723 -
Stage 2 - - - - - - 806 713 - 871 781 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1325 - - 1480 - - 566 542 950 591 552 816 Mov Cap-2 Maneuver - - - - - - 566 542 - 591 552 -
Stage 1 - - - - - - 844 763 - 776 715 -
Stage 2 - - - - - - 753 705 - 857 763 -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 1.42 0.08 11.37 10.45

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 566 331 - - 18 - - 734
HCM Lane V/C Ratio 0.002 0.015 - - 0.002 - - 0.1
HCM Ctrl Dly (s/v) 11.4 7.8 0 - 7.4 0 - 10.4
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.3

Page 441 of 1051 ends

St. Helena City CouncilMay 5, 2026

St. Helena City Council
May 5, 2026