Cities Index.
Agenda packet

San Marino City Council
February 14, 2024

Document
Agenda packet
Meeting
February 14, 2024
Body
San Marino City Council
Pages
506
Original file
46.8 MB
Text extracted from the city's file for reading and search. Open the original on cityofsanmarino.primegov.com. That file is the official record.

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

Total
3 4
7 7
2 3
2 1
29 8
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.76
TOTAL 0.2% 0.82
TH RT
WB 0.0% 0.88
NB 0.0% 0.86
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.9% 0.76

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

UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd St Albans Rd St Albans Rd
15-min
Total

UT LT TH RT
0 4 5 5 0 2
10 35 1 104 0
4:15 PM 0 4 10 8
4:00 PM 0 1 9 11 0 2 11 2 0 0 22 0 0
5 45 0 93 0
4:45 PM 0 1 11 10
4 0 2 12 0 0
104 0
4:30 PM 0 0 13 3 0 1 8
12 1 0 10 42 1
116 417
5:00 PM 0 0 16 7 0 1 13
0 1 12 2 0 5 25 0 0 6 41 2
0 0 12 3 0 2
7 38 2 103 416
5:15 PM 0 0 16 5
2 0 1 16 0 0
18 60 2 154 492
5:45 PM 0 0 21 11
5 0 4 20 0 0
119 431
5:30 PM 0 0 23 14 0 0 8
22 1 0 7 51 0
0 2 8 2 0 2 24 1 0 9 47 1 128 504
Count Total 0 6 119 69 0 11 77 72 359 9 921 0
Peak
Hour
All 0 0 76
25 0 18 153 3 0
0 0 0 0 0 0 0 0 0 0 1 0
5 504 0
HV 0 0 1 0 0 0
37 0 3 41 12 0 9 82 2 0 41 196
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - - 1% 0% - 0% 0% 0% - 0% 0% 0% - 0% 0% 0% 0%
3 0
4:15 PM 0 0 0 0 0 0 1
0 0 0 0 0 0
West North South
4:00 PM 0 0 0 0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 1 0 2 4 1
2 4:30 PM 0 0 0 0 0 0 0 1
0 0 1 1 0 1
1 1
5:15 PM 1 0 0 0 1 0 1
0 0 0 0 0 0
1 0 2
5:00 PM 0 0 0 0 0 0
1 0 0 0 1 4
5:45 PM 0 0 0 0 0
0 0 0 0 2 0
0 5:30 PM 0 0 0 0 0 0 0 0
0 1 2 0 3 0
0 0 0 0 0 0 0 1 0
12 6
Peak Hour 1 0 0 0 1 0 1
Count Total 1 0 0 0 1 1 2 1 1 5 5 6
0 1 2 0 3 4 1
0 0
0 0
10 00
0 0
1 0
4 1
3 0
N
St Albans Rd
Lorain Rd
Lorain Rd
St Albans Rd
Lorain Rd
St Albans Rd
TEV: 504
PHF: 0.82
5 196
41 242
94 0
12 41
3 56
119
0 2
82 9
236
93 0
37 76
0 113
55 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd St Albans Rd St Albans Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
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
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 0
0 0 0 0 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0
5:15 PM 0 0 1 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
1 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 0 0 0
0 0 0 0 1
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 1
0 0 0 1 0
Peak Hour 0 0 1 0
Count Total 0 0 1 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0
RT
1 0
Interval
Start
Lorain Rd Lorain Rd St Albans Rd St Albans Rd
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
3 5:00 PM
0 0 0 1
1 0
4:45 PM
0 1 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 1
0 0
0 0 0
0 3
5:45 PM
0 0 0 0
4 5:30 PM
0 0 0 0 1 0 2
0 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 1 0
0 0 0 0 0 0 0 0 2
Peak Hour
Count Total 0 1
0 LT TH
0 0 0 0 1 0 2
0 1 0 0 5 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
1 0 0
0 0
0 0 0
0 1 0
0 0 0 0 0 1 0
0 1 0 0 2 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
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
3 8
5 4
15 12
13 9
69 36
WB 0.0% 0.84
NB 1.8% 0.85
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB - -
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.9% 0.73
TOTAL 1.3% 0.91

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

UT LT TH RT
Interval
Start
n/a Euston Rd Virginia Rd Virginia Rd
15-min
Total

UT LT TH RT
0 1 0 1 0 0
1 3 0 37 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 2 0 3 0 0 28 0 0
2 14 0 97 0
7:45 AM 0 0 0 0
11 1 0 61 1 0
62 0
7:30 AM 0 0 0 0 0 7 0
44 4 0 3 9 0
129 325
8:00 AM 0 0 0 0 0 11 0
0 12 0 9 0 0 68 2 0 17 21 0
0 11 0 9 0 0
10 22 0 116 404
8:15 AM 0 0 0 0
14 0 0 52 7 0
5 12 0 87 457
8:45 AM 0 0 0 0
7 0 0 52 3 0
125 467
8:30 AM 0 0 0 0 0 8 0
73 7 0 4 21 0
0 8 0 6 0 0 57 2 0 7 14 0 94 422
Count Total 0 0 0 0 0 60 0 49 116 0 747 0
Peak
Hour
All 0 0 0
60 1 0 435 26 0
0 0 0 0 4 1 0 0 1 0 6 0
0 467 0
HV 0 0 0 0 0 0
0 0 41 0 43 1 0 254 17 0 33 78
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - - - - - 0% - 0% 0% - 2% 6% - 0% 1% - 1%
0 1
7:15 AM 0 0 1 0 1 0 1
0 0 0 0 0 2
West North South
7:00 AM 0 0 0 0 0 0
EB WB NB SB Total East
7:45 AM 0 0 1 1 2
0 0 1 2 0 2
3 7:30 AM 0 0 0 0 0 0 0 0
1 0 2 1 4 0
1 10
8:15 AM 0 0 0 0 0 0 0
0 1 0 1 0 4
1 0 3
8:00 AM 0 0 4 0 4 0
0 0 0 1 1 0
8:45 AM 0 0 0 0 0
0 0 0 5 0 8
8 8:30 AM 0 0 0 0 0 0 0 0
0 2 2 4 0 0
0 2 0 0 2 0 2 0 7
1 42
Peak Hr 0 0 5 1 6 0 0
Count Total 0 0 6 1 7 0 3 2 3 8 6 20
1 3 4 5 7 1 23
N
Virginia Rd
Euston Rd
Euston Rd
Virginia Rd
Virginia Rd
TEV: 467
PHF: 0.91
78 33
111
297
0 43
41 84
50 0
17 254
120
272
1 12 1
0 0
0 1
23 7
5 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.

Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
n/a Euston Rd Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
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
1 0
7:30 AM 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
7:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 4 7
8:15 AM 0 0 0 0
0 0 0 3 1 0
2 3
8:00 AM 0 0 0 0 0 0 0
1 0 0 0 1 0
0 6
8:30 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 0
0 0 0 0 6
8:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 4
0 1 0 7 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 5 1 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
6 0
Interval
Start
n/a Euston Rd Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound
0 0 0 0 0 0 4 1 0 0 1 0
0 0 0 0
7:15 AM 0 0 0 1 0
0 0 0 0 0 0

TH RT LT TH RT
7:00 AM 0 0 0 0
0 0
7:45 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 2 0
7:30 AM 0 0 0 0 0 0
0 0 0 1 0 0
8:15 AM 0 0 0 0 0
0 0 0 0 1 4
3 8:00 AM 0 0 0 0 0 0 0 1
0 0 0 1 0 1
0 4
8:45 AM 0 0 0 2 0 0 0
0 0 0 0 0 0
0 2 4
8:30 AM 0 0 0 0 0 0
0 0 0 0 2 0
0 0 0 0 0 2 5
Count Total 0 0 0 3 0 0 0 1 2 1 0 8 0
Peak Hour 0 0 0 0 0 0 0 1 0 2 1 0 4 0
1 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
24 17
34 29
27 139
9 1
280
229
WB 1.4% 0.85
NB 0.0% 0.94
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB - -
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.6% 0.74
TOTAL 0.6% 0.81

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

UT LT TH RT
Interval
Start
n/a Euston Rd Virginia Rd Virginia Rd
15-min
Total

UT LT TH RT
0 5 0 12 1 0
4 60 0 113 0
4:15 PM 0 0 0 0
4:00 PM 0 0 0 0 0 9 0 7 0 0 25 7 1
10 62 0 122 0
4:45 PM 0 0 0 0
5 0 0 25 8 0
118 0
4:30 PM 0 0 0 0 0 12 0
24 11 0 5 60 0
126 479
5:00 PM 0 0 0 0 0 9 0
0 9 0 11 1 0 31 6 0 10 58 0
0 16 0 5 0 0
10 65 0 128 494
5:15 PM 0 0 0 0
4 0 0 30 9 1
7 49 0 93 516
5:45 PM 0 0 0 0
2 0 0 24 5 0
169 545
5:30 PM 0 0 0 0 0 6 0
25 12 1 15 95 0
0 3 0 2 0 0 23 2 0 4 42 0 76 466
Count Total 0 0 0 0 0 69 0 65 491 0 945 0
Peak
Hour
All 0 0 0
48 2 0 207 60 3
0 0 0 0 0 0 0 0 2 0 3 0
0 545 0
HV 0 0 0 0 0 1
0 0 46 0 25 1 0 111 35 2 45 280
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - - - - - 2% - 0% 0% - 0% 0% 0% 0% 1% - 1%
0 16
4:15 PM 0 0 0 1 1 0 0
0 0 0 0 3 5
West North South
4:00 PM 0 0 0 0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 1 8 3 0 23
8 4:30 PM 0 0 0 0 0 0 0 1
0 0 0 2 7 0
2 15
5:15 PM 0 1 0 1 2 0 0
0 0 0 0 0 10
11 0 17
5:00 PM 0 0 0 1 1 0
0 0 0 0 0 1
5:45 PM 0 0 0 0 0
0 0 0 0 0 9
54 5:30 PM 0 0 0 2 2 0 0 0
0 0 0 27 58 0
0 0 0 0 0 0 0 0 1
2 143
Peak Hr 0 1 0 2 3 0 0
Count Total 0 1 0 5 6 0 0 1 0 1 41 94
1 0 1 36 82 2 109
N
Virginia Rd
Euston Rd
Euston Rd
Virginia Rd
Virginia Rd
TEV: 545
PHF: 0.81
280
45 327
138
2 25
46 71
80 0
35 111
327
147
1 00 1
0 0
0 2
109
82 36
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.

Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
n/a Euston Rd Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
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
1 0
4:30 PM 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
4:45 PM 0 0 0 0
0 0 0 0 0 0
0 1 0 1 2
5:15 PM 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
2 3
5:30 PM 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 2 0 2 5
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 5
0 5 0 6 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 1 0 0 0 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
3 0
Interval
Start
n/a Euston Rd Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound
0 1 0 0 0 0 0 0 0 0 2 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
1 0
4:45 PM 0 0 0 0 0 0 0
0 1 0 0 0 0
0 0 0
4:30 PM 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 1
1 5:00 PM 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 1
5:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0
Count Total 0 0 0 0 0 0 0 1 0 0 0 1 0
Peak Hour 0 0 0 0 0 0 0 1 0 0 0 0 1 0
0 Project Manager: (415) 310-6469 [email protected]

Page 217 of 506 ends

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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 6
11 22
11 35
4 8
99 79
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.1% 0.75
TOTAL 0.9% 0.85
TH RT
WB 0.7% 0.86
NB 0.5% 0.78
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 1.3% 0.84

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

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd
15-min
Total

UT LT TH RT
1 4 440 9 0 17
8 8 1 660 0
7:15 AM 0 7 197 3
7:00 AM 0 2 167 1 5 5 409 10 0 12 25 7 0
18 10 0 850 0
7:45 AM 0 9 325 7
10 0 12 59 12 0
736 0
7:30 AM 0 11 255 2 13 1 447
36 6 0 6 8 2
962 3,208
8:00 AM 0 15 232 4 18 15 376
18 9 380 12 0 21 72 46 0 44 13 6
35 6 474 22 0 21
12 20 3 803 3,351
8:15 AM 1 12 347 7
13 0 19 44 32 0
5 17 3 786 3,632
8:45 AM 0 6 248 3
14 0 16 43 21 0
1,081 3,696
8:30 AM 1 11 249 1 11 10 384
39 54 0 39 22 2
1 13 379 14 0 9 43 5 0 12 15 4 752 3,422
Count Total 2 73 2,020 28 102 63 3,289 144 113 21 6,630 0 Peak
Hour
All 1 47 1,159
104 0 127 361 183 0
13 0 0 0 2 0 0 1 1 0 33 0
11 3,696 0
HV 0 2 14 0 0 0
20 84 31 1,677 57 0 73 214 144 0 113 65
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 4% 1% 0% 0% 0% 1% 0% - 0% 1% 0% - 1% 2% 0% 1%
0 0
7:15 AM 2 6 0 0 8 1 0
0 0 0 3 0 2
West North South
7:00 AM 4 4 0 0 8 3
EB WB NB SB Total East
7:45 AM 5 2 0 1 8
0 1 0 5 0 6
2 7:30 AM 2 6 0 0 8 0 1 0
0 0 1 1 1 2
0 7
8:15 AM 6 3 0 1 10 0 0
0 1 0 2 0 4
11 0 10
8:00 AM 3 2 2 0 7 1
0 1 0 0 1 1
8:45 AM 3 4 0 0 7
0 0 0 1 1 2
25 8:30 AM 3 6 0 0 9 0 0 0
0 0 0 3 6 1
1 0 0 0 1 1 4 1 2
5 54
Peak Hour 16 13 2 2 33 1 2
Count Total 28 33 2 2 65 6 2 1 0 9 6 34
1 0 4 4 26 1 48
0 1
0 0
00 01
0 0
2 0
1 48
26 4
N
Virginia Rd
Huntington Dr
Huntington Dr
Virginia Rd
Huntington Dr Virginia Rd
TEV: 3,696
PHF: 0.85
11 65
113
189
318
0 57
1,677
31 1,849
1,500
84 214
144
73 116
431
0 20
1,159
47 1,227
1,762
1 Project Manager: (415) 310-6469 [email protected]

Page 218 of 506 ends

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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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 8 0
7:15 AM 0 0 2 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 4 0 0 0 4

UT LT TH RT UT LT
8 0
7:30 AM 0 0 2 0 0 0 6
0 0 4 2 0 0 0 0 0 0 0 0
0 0 2 0 0 0
0 0 0 8 0
7:45 AM 0 1 4 0
0 0 0 0 0 0
0 0 0 7 31
8:15 AM 0 0 6 0
0 0 0 2 0 0
8 32
8:00 AM 0 1 2 0 0 0 2
0 0 0 1 0 0
10 33
8:30 AM 0 0 3 0 0 0 6
0 0 3 0 0 0 0 0 0 0 1 0
0 0 4 0 0 0
0 0 0 9 34
8:45 AM 0 0 3 0
0 0 0 0 0 0
0 0 0 0 0 0 7 33
1 1 0 65 0
Peak Hour 0 2 14 0
Count Total 0 2 26 0 0 0 31 2 0 0 2 0 0
7:00 AM 3 0
RT
33 0
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour
0 0 13 0 0 0 2 0 0 1 1 0

LT TH RT RT LT TH RT
6 8:00 AM
0 0 0 1
1 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 1
1 0
0 1 0
0 3
8:45 AM
0 0 0 0
4 8:30 AM
0 0 0 0 0 0 0
2 5
8:15 AM
0 1 0
0 0 0
0 0 0
0 0 0
1 0 0 0 0 0 0 1 3
Peak Hour
Count Total 0 0
0 LT TH
0 1 0 0 0 0 4
0 1 0 0 9 0
0 0
0 0
0 2 1 0
0 0
0 1 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 1
0 0
0 0 0
0 0 0
0 0 1 0 0 2 0
1 4 1 0 2 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
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
23 19
10 3
4 4
2 5
70 15
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 1.3% 0.74
TOTAL 0.4% 0.94
TH RT
WB 0.3% 0.91
NB 0.0% 0.87
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.3% 0.90

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

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd
15-min
Total

UT LT TH RT
1 7 312 13 0 5
36 60 6 807 0
4:15 PM 1 8 416 21
4:00 PM 1 7 373 10 0 9 261 9 0 4 22 9 0
23 76 9 878 0
4:45 PM 0 5 463 11
11 0 13 25 8 0
903 0
4:30 PM 1 12 396 9 7 11 277
15 10 0 32 58 4
923 3,511
5:00 PM 0 11 411 15 1 10 330
2 9 296 11 0 3 26 10 0 21 57 9
1 15 372 12 0 13
26 74 13 943 3,647
5:15 PM 0 5 405 14
7 0 8 28 9 0
32 71 7 943 3,835
5:45 PM 1 2 481 13
8 0 10 22 13 0
1,026 3,770
5:30 PM 2 2 418 12 3 12 331
27 10 0 40 94 18
2 12 320 12 0 7 16 10 0 21 47 4 948 3,860
Count Total 6 52 3,363 105 17 85 2,499 231 537 70 7,371 0 Peak
Hour
All 3 20 1,715
83 0 63 181 79 0
5 0 0 0 0 0 0 2 1 3 16 0
42 3,860 0
HV 0 0 4 1 0 0
54 7 49 1,353 39 0 38 93 42 0 119 286
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 0% 0% 2% 0% 0% 0% 0% - 0% 0% 0% - 2% 0% 7% 0%
1 10
4:15 PM 4 3 0 0 7 0 0
0 0 0 0 2 10
West North South
4:00 PM 3 3 0 2 8 0
EB WB NB SB Total East
4:45 PM 4 0 0 0 4
0 2 0 6 0 4
8 4:30 PM 2 6 0 1 9 2 0 0
0 1 1 2 9 0
0 3
5:15 PM 0 1 0 1 2 0 0
0 0 1 1 0 1
3 0 0
5:00 PM 0 1 0 1 2 0
1 0 0 0 1 0
5:45 PM 2 2 0 0 4
1 1 0 1 0 1
1 5:30 PM 3 1 0 4 8 0 0 0
0 0 0 1 1 1
0 0 0 0 0 4 0 0 1
2 28
Peak Hour 5 5 0 6 16 0 0
Count Total 18 17 0 9 44 3 0 0 3 6 9 31
0 2 2 5 3 1 6
0 0
0 0
20 00
0 0
0 0
1 6
3 5
N
Virginia Rd
Huntington Dr
Huntington Dr
Virginia Rd
Huntington Dr Virginia Rd
TEV: 3,860
PHF: 0.94
42 286
119
447
152
0 39
1,353
49 1,448
1,883
7 38
93 42
389
173
0 54
1,715
20 1,792
1,436
3 Project Manager: (415) 310-6469 [email protected]

Page 220 of 506 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
1 1 0 8 0
4:15 PM 0 0 4 0
1 0 0 0 0 0
TH RT
4:00 PM 0 0 3 0 0 0 2

UT LT TH RT UT LT
7 0
4:30 PM 0 0 2 0 0 1 5
0 0 2 1 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 1 0 9 0
4:45 PM 0 0 3 1
0 0 0 0 0 0
0 0 1 2 22
5:15 PM 0 0 0 0
0 0 0 0 0 0
4 28
5:00 PM 0 0 0 0 0 0 1
0 0 0 0 0 0
2 17
5:30 PM 0 0 3 0 0 0 1
0 0 1 0 0 0 0 0 0 0 0 1
0 0 2 0 0 0
2 1 1 8 16
5:45 PM 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0 4 16
3 3 3 44 0
Peak Hour 0 0 4 1
Count Total 0 0 16 2 0 1 14 2 0 0 0 0 0
4:00 PM 0 0
RT
16 0
Interval
Start
Huntington Dr Huntington Dr Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour
0 0 5 0 0 0 0 0 0 2 1 3

LT TH RT RT LT TH RT
4 5:00 PM
0 0 0 1
2 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 1 0 1
0 0
0 0 0
1 3
5:45 PM
0 0 0 0
4 5:30 PM
0 0 0 0 0 0 0
1 5
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 2
Peak Hour
Count Total 0 3
0 LT TH
0 0 0 0 2 0 2
0 0 0 0 6 0
1 0
0 0
0 0 0 0
0 0
0 0 0
2 LT TH
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 3 0 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 1 0
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
6 8
8 12
13 53
18 9
127
86 WB - -
NB 0.5% 0.78
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 0.0% 0.69
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.0% 0.69
TOTAL 0.6% 0.83

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

UT LT TH RT
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd
15-min
Total

UT LT TH RT
0 0 0 0 0 0
0 11 0 54 0
7:15 AM 0 3 0 0
7:00 AM 0 2 0 0 0 0 0 0 0 0 41 0 0
0 13 0 107 0
7:45 AM 0 8 0 1
0 0 0 91 0 0
71 0
7:30 AM 0 2 0 1 0 0 0
57 0 1 0 8 2
162 394
8:00 AM 0 6 0 2 0 0 0
0 0 0 0 0 1 133 0 0 0 18 1
0 0 0 0 0 0
0 27 2 135 475
8:15 AM 0 2 0 3
0 0 1 97 0 0
0 24 7 96 526
8:45 AM 0 1 0 2
0 0 2 60 0 0
133 537
8:30 AM 0 2 0 1 0 0 0
93 0 0 0 24 11
0 0 0 0 0 1 57 0 0 0 25 3 89 453
Count Total 0 26 0 10 0 0 0 0 150 26 847 0
Peak
Hour
All 0 18 0
0 0 5 629 0 1
0 0 0 0 2 0 0 0 1 0 3 0
14 537 0
HV 0 0 0 0 0 0
7 0 0 0 0 0 2 414 0 0 0 82
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% - 0% - - - - - 0% 0% - - - 1% 0% 1%
1 1
7:15 AM 0 0 0 0 0 0 0
0 0 1 1 3 1
West North South
7:00 AM 0 0 0 0 0 0
EB WB NB SB Total East
7:45 AM 0 0 0 0 0
0 0 2 2 2 2
2 7:30 AM 0 0 0 0 0 0 0 0
0 0 0 4 0 2
0 5
8:15 AM 0 0 0 1 1 0 0
0 1 0 1 8 0
0 8 0
8:00 AM 0 0 2 0 2 0
0 0 0 0 0 4
8:45 AM 0 0 0 0 0
0 0 13 1 2 2
9 8:30 AM 0 0 0 0 0 0 0 0
0 0 0 34 1 9
0 0 0 0 0 4 0 0 5
24 26
Peak Hr 0 0 2 1 3 0 0
Count Total 0 0 2 1 3 0 0 1 1 2 72 5
1 0 1 48 3 19 16
0 0
0 0 0
1 19
16 3
48 N
Virginia Rd
Roanoke Rd
Virginia Rd
Virginia Rd
Roanoke Rd
TEV: 537
PHF: 0.83
1482 96
432
0 414
2 89
416
0 7
18 25
16 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.

Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
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
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 0
0 0 0 0 0
7:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 2 2
8:15 AM 0 0 0 0
0 0 0 2 0 0
0 0
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
1 3
8:30 AM 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 3
8:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 3
0 1 0 3 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 2 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
3 0
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound
0 0 0 0 0 0 2 0 0 0 1 0
1 0 1 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
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
8:15 AM 0 0 0 0 0
0 0 0 0 1 1
1 8:00 AM 0 0 0 0 0 0 0 1
0 0 0 0 0 0
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
0 0 0 0 0 0
0 0 0 0 0 0 1
Count Total 0 0 0 0 0 0 0 1 0 1 0 2 0
Peak Hour 0 0 0 0 0 0 0 1 0 0 0 0 1 0
0 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
7 10
4 1
1 0
2 1
26 6
WB - -
NB 0.0% 0.87
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 0.0% 0.56
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.8% 0.77
TOTAL 0.5% 0.80

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

UT LT TH RT
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd
15-min
Total

UT LT TH RT
0 0 0 0 0 0
0 73 1 104 0
4:15 PM 0 3 0 2
4:00 PM 0 1 0 0 0 0 0 0 0 1 28 0 0
0 92 0 137 0
4:45 PM 0 1 0 3
0 0 1 43 0 0
125 0
4:30 PM 0 0 0 1 0 0 0
27 0 0 0 91 2
121 487
5:00 PM 0 1 0 0 0 0 0
0 0 0 0 0 1 38 0 0 0 75 3
0 0 0 0 0 0
0 94 0 138 521
5:15 PM 0 2 0 1
0 0 0 43 0 0
0 85 1 121 560
5:45 PM 0 0 0 2
0 0 1 33 0 0
180 576
5:30 PM 0 0 0 1 0 0 0
51 0 0 0 123 3
0 0 0 0 0 1 37 0 0 0 78 1 119 558
Count Total 0 8 0 10 0 0 0 0 711 11 1,045 0
Peak
Hour
All 0 4 0
0 0 5 300 0 0
0 0 0 0 0 0 0 0 3 0 3 0
6 576 0
HV 0 0 0 0 0 0
5 0 0 0 0 0 2 175 0 0 0 384
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% - 0% - - - - - 0% 0% - - - 1% 0% 1%
5 1
4:15 PM 0 0 0 1 1 0 0
0 0 0 1 0 1
West North South
4:00 PM 0 0 0 0 0 1
EB WB NB SB Total East
4:45 PM 0 0 0 1 1
0 0 0 2 1 1
3 4:30 PM 0 0 0 1 1 0 0 0
0 1 1 4 2 1
0 0
5:15 PM 0 0 0 0 0 0 0
0 0 1 1 1 0
1 0 0
5:00 PM 0 0 0 1 1 0
0 0 0 0 0 0
5:45 PM 0 0 0 1 1
1 1 0 1 0 1
0 5:30 PM 0 0 0 1 1 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 0 1
7 7
Peak Hr 0 0 0 3 3 0 0
Count Total 0 0 0 6 6 1 0 0 3 4 5 7
0 1 1 1 3 1 1
0 0
1 0 0
0 1
1 3
1 N
Virginia Rd
Roanoke Rd
Virginia Rd
Virginia Rd
Roanoke Rd
TEV: 576
PHF: 0.8
6384 390
179
0 175
2 389
177
0 5
4 9
8 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.

Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
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
1 0
4:30 PM 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 1 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
0 1 0 1 4
5:15 PM 0 0 0 0
0 0 0 0 0 0
1 3
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 3
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 0
0 1 0 1 3
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 1 0 1 3
0 6 0 6 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0
Westbound Northbound Southbound

LT TH RT LT TH RT LT
3 0
Interval
Start
Roanoke Rd n/a Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound
0 0 0 0 0 0 0 0 0 0 3 0
0 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 1 0
0 0
4:45 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
1 1 0
4:30 PM 0 0 0 0 0 0
0 0 0 0 0 0
5:15 PM 0 0 0 0 0
0 0 0 1 1 2
2 5:00 PM 0 0 0 0 0 0 0 0
0 0 0 0 0 0
1 2
5:45 PM 0 0 0 0 0 0 0
0 0 0 0 1 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 2
Count Total 0 0 1 0 0 0 0 0 0 1 2 4 0
Peak Hour 0 0 0 0 0 0 0 0 0 0 0 1 1 0
0 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
7 6
6 6
6 5
5 4
45 23
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.9% 0.76
TOTAL 0.4% 0.87
TH RT
WB 0.2% 0.91
NB 0.5% 0.85
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 0.0% 0.54

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

UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd Virginia Rd Virginia Rd
15-min
Total

UT LT TH RT
0 7 28 36 0 1
6 4 0 95 0
7:15 AM 0 0 8 1
7:00 AM 0 0 2 0 0 5 27 32 0 2 10 7 0
7 10 2 183 0
7:45 AM 0 3 31 0
58 0 3 34 8 0
114 0
7:30 AM 0 0 14 0 0 14 33
20 5 0 6 2 0
239 631
8:00 AM 0 4 7 0 0 11 43
0 14 41 68 0 0 36 9 0 23 10 4
0 22 39 56 0 2
7 8 5 191 727
8:15 AM 0 1 12 2
48 0 0 44 14 0
15 9 1 149 797
8:45 AM 0 0 11 0
29 0 2 22 13 0
218 831
8:30 AM 0 1 7 1 0 12 37
36 12 0 22 14 0
0 8 19 40 0 3 23 6 0 7 12 1 130 688
Count Total 0 9 92 4 0 93 267 93 69 13 1,319 0
Peak
Hour
All 0 8 64
367 0 13 225 74 0
0 1 0 0 1 0 0 0 1 0 3 0
11 831 0
HV 0 0 0 0 0 0
2 0 61 156 230 0 5 150 43 0 59 42
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 0% - 0% 0% 0% - 0% 1% 0% - 0% 2% 0% 0%
2 4
7:15 AM 0 1 0 0 1 0 0
0 0 0 0 1 0
West North South
7:00 AM 0 0 0 0 0 0
EB WB NB SB Total East
7:45 AM 0 0 1 0 1
0 0 0 2 2 2
1 7:30 AM 0 0 0 0 0 0 0 0
0 0 0 1 2 2
2 1
8:15 AM 0 0 0 1 1 0 0
1 0 0 1 0 3
2 3 1
8:00 AM 0 1 0 0 1 0
2 0 0 0 2 0
8:45 AM 0 0 0 0 0
0 0 0 1 3 1
0 8:30 AM 0 0 0 0 0 0 0 0
0 0 0 1 3 1
0 0 0 0 0 0 2 1 1
16 11
Peak Hour 0 1 1 1 3 2 1
Count Total 0 2 1 1 4 2 1 0 0 3 3 15
0 0 3 1 10 8 4
0 2
0 0
00 00
0 1
0 0
8 4
10 1
N
Virginia Rd
Lorain Rd
Lorain Rd
Virginia Rd
Lorain Rd
Virginia Rd
TEV: 831
PHF: 0.87
11 42
59 112
388
0 230
156
61 447
166
0 43
150
5 105
198
0 2
64 8
74 172
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
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
1 0
7:30 AM 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
7:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 1 3
8:15 AM 0 0 0 0
1 0 0 0 0 0
1 2
8:00 AM 0 0 0 0 0 0 0
1 0 0 0 0 0
1 3
8:30 AM 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 3
8:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 2
0 1 0 4 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 1 1 0 0 1 0 0
7:00 AM 0 0
RT
3 0
Interval
Start
Lorain Rd Lorain Rd Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour
0 0 0 1 0 0 1 0 0 0 1 0

LT TH RT RT LT TH RT
2 8:00 AM
0 0 0 2
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
0 3
8:45 AM
0 0 0 0
3 8:30 AM
0 0 0 0 0 0 0
1 3
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 1
Peak Hour
Count Total 0 0
0 LT TH
0 0 0 0 0 0 3
0 0 0 0 3 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
2 0 0
0 0
0 0 1
0 0 0
0 0 2 0 0 0 1
0 2 0 0 0 1
0 0 0
0 0 0
0 0
0 0 0
0 0 0
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
8 16
10 6
3 3
3 2
51 11
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.5% 0.77
TOTAL 0.3% 0.89
TH RT
WB 0.0% 0.82
NB 0.0% 0.75
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.7% 0.74

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

UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd Virginia Rd Virginia Rd
15-min
Total

UT LT TH RT
0 9 10 9 0 1
37 28 3 160 0
4:15 PM 0 0 24 0
4:00 PM 0 4 17 1 0 12 15 11 0 0 14 18 0
64 28 2 203 0
4:45 PM 0 1 19 1
18 0 1 27 13 0
167 0
4:30 PM 0 0 20 0 0 15 15
16 11 0 52 35 0
182 712
5:00 PM 0 2 25 2 0 9 14
0 13 14 20 0 0 16 15 0 56 25 2
0 10 18 25 0 0
57 35 2 198 750
5:15 PM 0 1 24 0
16 0 0 19 17 0
62 26 0 222 842
5:45 PM 0 0 33 2
23 0 1 11 22 0
240 823
5:30 PM 0 2 40 3 0 17 15
15 21 0 66 58 2
0 11 9 13 0 1 30 22 0 54 22 2 199 859
Count Total 0 10 202 9 0 96 110 448 257 13 1,571 0
Peak
Hour
All 0 5 122
135 0 4 148 139 0
0 0 0 0 0 0 0 2 0 0 3 0
6 859 0
HV 0 0 1 0 0 0
7 0 47 56 77 0 2 75 82 0 239 141
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 1% 0% - 0% 0% 0% - 0% 0% 0% - 1% 0% 0% 0%
3 2
4:15 PM 0 0 0 1 1 0 1
0 0 1 1 1 2
West North South
4:00 PM 0 0 0 0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 1 1
0 0 1 3 2 4
1 4:30 PM 0 0 0 1 1 0 0 0
0 0 1 2 9 4
2 0
5:15 PM 1 0 0 0 1 0 1
0 0 0 1 1 0
5 0 1
5:00 PM 0 0 0 0 0 1
0 0 0 0 0 0
5:45 PM 0 0 0 1 1
1 1 2 1 0 0
0 5:30 PM 0 0 0 1 1 0 0 0
0 0 1 0 3 0
0 0 0 0 0 1 0 0 1
11 9
Peak Hour 1 0 0 2 3 1 1
Count Total 1 0 0 5 6 1 2 0 2 5 8 23
0 1 3 4 4 2 1
0 1
0 0
01 00
0 0
1 0
2 1
4 4
N
Virginia Rd
Lorain Rd
Lorain Rd
Virginia Rd
Lorain Rd
Virginia Rd
TEV: 859
PHF: 0.89
6 141
239
386
157
0 77
56 47
180
443
0 75
82 2
195
159
0 7
122
5 134
64 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd Virginia Rd Virginia Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
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
1 0
4:30 PM 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 1 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 3
5:15 PM 0 0 1 0
0 0 0 0 0 0
1 3
5:00 PM 0 0 0 0 0 0 0
0 0 0 1 0 0
1 3
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 0
1 0 0 1 3
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 1 0 0 1 3
5 0 0 6 0
Peak Hour 0 0 1 0
Count Total 0 0 1 0 0 0 0 0 0 0 0 0 0
4:00 PM 1 0
RT
3 0
Interval
Start
Lorain Rd Lorain Rd Virginia Rd Virginia Rd
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 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 1
0 0
0 0 0
1 3
5:45 PM
0 0 0 1
2 5:30 PM
0 0 0 0 0 0 1
1 2
5:15 PM
0 0 0
0 0 0
0 0 0
0 1 0
0 0 0 0 0 0 0 0 3
Peak Hour
Count Total 2 0
0 LT TH
0 0 0 1 0 0 3
0 0 0 0 5 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 1
0 0
0 0 0
0 1 0
0 0 1 0 0 1 0
0 1 0 0 2 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
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
0 5
8 10
4 1
7 2
37 23
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.7% 0.44
TOTAL 0.7% 0.88
TH RT
WB 0.7% 0.96
NB 0.0% 0.79
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 0.9% 0.79

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

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd
15-min
Total

UT LT TH RT
0 6 439 1 0 5
2 2 0 631 0
7:15 AM 1 2 173 1
7:00 AM 9 5 180 4 0 5 408 0 0 4 6 6 0
9 22 3 825 0
7:45 AM 20 11 407 16
1 0 11 15 19 0
645 0
7:30 AM 8 5 250 4 0 28 450
7 5 0 0 3 2
1,013 3,114
8:00 AM 7 8 246 13 2 19 449
0 32 401 2 0 6 19 16 0 15 68 0
0 6 441 2 0 13
7 4 4 793 3,276
8:15 AM 35 22 350 28
4 0 13 12 5 0
9 5 2 791 3,522
8:45 AM 1 2 259 9
0 0 16 11 12 0
925 3,556
8:30 AM 18 7 312 12 0 16 371
7 6 0 6 8 1
0 8 397 2 0 8 12 6 0 7 5 0 716 3,225
Count Total 99 62 2,177 87 2 120 3,356 55 117 12 6,339 0 Peak
Hour
All 70 46 1,253
12 0 76 89 75 0
12 0 0 0 0 0 0 1 0 0 26 0
8 3,556 0
HV 0 0 13 0 0 0
61 2 85 1,741 9 0 43 53 46 0 37 102
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 0% 1% 0% 0% 0% 1% 0% - 0% 0% 0% - 3% 0% 0% 1%
0 0
7:15 AM 4 3 0 0 7 0 0
0 0 0 1 0 0
West North South
7:00 AM 4 5 0 0 9 1
EB WB NB SB Total East
7:45 AM 6 3 0 0 9
0 2 2 3 0 3
5 7:30 AM 1 5 0 0 6 0 1 1
1 0 1 0 0 0
0 4
8:15 AM 4 3 0 1 8 0 0
0 0 0 0 0 0
4 2 4
8:00 AM 2 1 0 0 3 0
1 1 1 0 3 0
8:45 AM 3 3 1 0 7
0 0 1 2 0 4
1 8:30 AM 5 6 0 0 11 0 0 0
1 0 1 0 0 0
0 0 0 0 0 2 0 0 0
2 21
Peak Hour 13 12 0 1 26 1 2
Count Total 29 29 1 1 60 2 2 4 0 8 5 9
3 0 6 2 7 2 12
0 1
0 0
00 02
1 0
2 0
2 12
7 2
N
West Dr
Huntington Dr
Huntington Dr
West Dr
Huntington Dr Cambridge Rd
TEV: 3,556
PHF: 0.88
8 102
37 147
108
0 9
1,741
85 1,837
1,338
2 43
53 46
248
142
0 61
1,253
46 1,430
1,862
70 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 9 0
7:15 AM 0 0 4 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 4 0 0 0 5

UT LT TH RT UT LT
7 0
7:30 AM 0 0 1 0 0 0 5
0 0 3 0 0 0 0 0 0 0 0 0
0 0 3 0 0 0
0 0 0 6 0
7:45 AM 0 0 6 0
0 0 0 0 0 0
0 0 0 3 25
8:15 AM 0 0 4 0
0 0 0 0 0 0
9 31
8:00 AM 0 0 2 0 0 0 1
0 0 0 0 0 0
8 26
8:30 AM 0 0 5 0 0 0 6
0 0 3 0 0 0 0 0 0 1 0 0
0 0 3 0 0 0
0 0 0 11 31
8:45 AM 0 0 3 0
0 0 0 0 0 0
0 1 0 0 0 0 7 29
1 0 0 60 0
Peak Hour 0 0 13 0
Count Total 0 0 29 0 0 0 29 0 0 0 0 1 0
7:00 AM 1 0
RT
26 0
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd
15-min
Total
Rolling
One Hour
0 0 12 0 0 0 0 0 0 1 0 0

LT TH RT RT LT TH RT
7 8:00 AM
0 0 1 3
2 0
7:45 AM
0 1 0 0
0 7:30 AM
7:15 AM 0 0 1 0 0 0 0 1
1 0
0 1 0
0 4
8:45 AM
0 0 0 0
6 8:30 AM
0 1 0 0 0 0 1
0 6
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 1
Peak Hour
Count Total 0 0
0 LT TH
0 2 1 0 0 0 6
0 3 1 0 8 0
0 0
0 0
0 1 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
1 0 0
0 0
0 0 0
0 0 0
0 0 1 0 0 2 0
0 2 0 0 2 0
0 0 0
0 0 0
0 0
0 0 0
0 0 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
4 5
3 5
1 5
3 4
30 13
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.86
TOTAL 0.5% 0.96
TH RT
WB 0.3% 0.89
NB 0.0% 0.84
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.7% 0.90

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

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd
15-min
Total

UT LT TH RT
1 24 324 2 0 5
9 7 3 752 0
4:15 PM 4 1 454 7
4:00 PM 2 7 394 10 4 14 269 1 0 10 9 13 0
17 11 0 820 0
4:45 PM 10 2 466 12
0 0 15 8 15 0
869 0
4:30 PM 0 4 428 7 3 28 284
8 16 0 13 10 0
898 3,339
5:00 PM 8 8 443 13 1 37 307
0 25 312 1 0 15 8 18 0 15 13 1
0 40 375 3 0 6
17 19 0 899 3,486
5:15 PM 0 5 420 8
0 0 16 6 24 0
22 14 3 977 3,711
5:45 PM 10 5 516 13
1 0 5 10 25 0
937 3,554
5:30 PM 2 2 490 9 3 30 361
15 18 0 20 23 4
0 27 296 0 0 7 7 16 0 20 18 1 936 3,749
Count Total 36 34 3,611 79 12 225 2,528 133 115 12 7,088 0 Peak
Hour
All 20 20 1,869
8 0 79 71 145 0
4 0 0 0 0 0 0 0 0 0 18 0
8 3,749 0
HV 0 0 12 1 0 1
43 4 134 1,339 4 0 34 38 83 0 79 74
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 0% 1% 2% 0% 1% 0% 0% - 0% 0% 0% - 0% 0% 0% 0%
0 3
4:15 PM 4 3 0 0 7 0 0
1 0 0 1 0 1
West North South
4:00 PM 5 3 0 0 8 0
EB WB NB SB Total East
4:45 PM 1 0 0 0 1
0 1 0 0 0 3
5 4:30 PM 2 6 0 0 8 1 0 0
0 0 0 0 0 0
0 1
5:15 PM 3 1 0 0 4 1 0
0 0 0 1 0 0
1 1 3
5:00 PM 3 2 0 0 5 1
0 0 0 0 0 0
5:45 PM 2 1 0 0 3
0 0 2 0 0 1
0 5:30 PM 5 1 0 0 6 0 0 0
0 0 1 0 3 2
0 0 0 0 0 0 0 0 4
3 20
Peak Hour 13 5 0 0 18 2 0
Count Total 25 17 0 0 42 3 1 0 0 4 2 5
0 0 2 2 3 2 6
0 2
0 0
00 00
0 0
0 0
2 6
3 2
N
West Dr
Huntington Dr
Huntington Dr
West Dr
Huntington Dr Cambridge Rd
TEV: 3,749
PHF: 0.96
8 74
79 161
62 0
4 1,339
134
1,481
2,035
4 34
38 83
251
155
0 43
1,869
20 1,952
1,401
20 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 8 0
4:15 PM 0 0 4 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 5 0 0 0 3

UT LT TH RT UT LT
7 0
4:30 PM 0 0 2 0 0 0 6
0 0 3 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 8 0
4:45 PM 0 0 1 0
0 0 0 0 0 0
0 0 0 5 21
5:15 PM 0 0 3 0
0 0 0 0 0 0
1 24
5:00 PM 0 0 3 0 0 1 1
0 0 0 0 0 0
4 18
5:30 PM 0 0 5 0 0 0 1
0 0 1 0 0 0 0 0 0 0 0 0
0 0 1 0 0 0
0 0 0 6 16
5:45 PM 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0 3 18
0 0 0 42 0
Peak Hour 0 0 12 1
Count Total 0 0 24 1 0 1 16 0 0 0 0 0 0
4:00 PM 1 0
RT
18 0
Interval
Start
Huntington Dr Huntington Dr West Dr Cambridge Rd
15-min
Total
Rolling
One Hour
0 1 4 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
2 5:00 PM
0 0 0 0
1 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
0 2
5:45 PM
0 0 0 0
3 5:30 PM
0 0 0 0 0 0 1
1 2
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 2
Peak Hour
Count Total 0 0
0 LT TH
0 0 0 0 0 0 2
0 0 0 0 4 0
0 0
0 0
0 0 0 0
0 0
0 0 0
1 LT TH
1 0 0 0 0 0 0 0
0 0 1
0 0
0 0 0
0 0 0
0 0 2 0 0 0 0
0 3 0 0 1 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
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
0 4
1 4
3 0
5 5
22 13
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.7% 0.87
TOTAL 0.7% 0.96
TH RT
WB 0.4% 0.94
NB 2.2% 0.89
Peak Hour: 8:00 AM 9:00 AM
HV %: PHF
EB 0.5% 0.96

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

UT LT TH RT
Interval
Start
California Blvd California Blvd Allen Ave Allen Ave
15-min
Total

UT LT TH RT
0 5 149 9 0 5
2 28 13 280 0
7:15 AM 0 7 31 4
7:00 AM 0 6 34 8 0 2 155 14 0 4 12 2 0
6 46 13 377 0
7:45 AM 0 12 74 8
8 0 8 30 4 0
293 0
7:30 AM 0 5 56 8 0 4 189
32 3 0 3 37 8
404 1,354
8:00 AM 0 16 75 10 0 7 187
0 5 192 9 0 5 29 2 0 2 52 14
0 14 163 7 0 8
9 49 18 424 1,498
8:15 AM 0 9 77 13
12 0 4 36 1 0
6 44 11 394 1,630
8:45 AM 0 12 67 10
16 0 8 33 3 0
408 1,613
8:30 AM 0 15 77 6 0 5 170
41 1 0 7 52 16
0 9 170 13 0 6 36 1 0 10 59 16 409 1,635
Count Total 0 82 491 67 0 51 1,375 45 367 109 2,989 0
Peak
Hour
All 0 52 296
88 0 48 249 17 0
2 0 0 1 3 0 0 0 1 1 11 0
61 1,635 0
HV 0 1 1 0 0 1
39 0 35 690 48 0 26 146 6 0 32 204
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 2% 0% 0% - 3% 0% 0% - 4% 2% 0% - 0% 0% 2% 1%
0 0
7:15 AM 1 2 0 0 3 0 0
0 0 0 0 0 0
West North South
7:00 AM 2 3 1 0 6 0
EB WB NB SB Total East
7:45 AM 0 4 0 0 4
0 0 0 1 0 0
1 7:30 AM 0 2 2 0 4 0 0 0
0 0 0 0 3 0
0 0
8:15 AM 0 1 1 0 2 0 0
0 0 0 0 0 3
2 1 0
8:00 AM 0 1 2 2 5 0
2 2 0 0 4 1
8:45 AM 0 1 0 0 1
0 1 0 3 0 2
0 8:30 AM 2 0 1 0 3 0 1 0
0 1 1 0 0 0
0 1 0 0 1 1 4 0 0
1 3
Peak Hour 2 3 4 2 11 0 2
Count Total 5 14 7 2 28 2 4 0 1 7 2 16
0 1 3 1 10 0 2
0 0
0 0
10 00
0 0
2 0
0 2
10 1
N
Allen Ave
California Blvd
California Blvd
Allen Ave
California Blvd
Allen Ave
TEV: 1,635
PHF: 0.96
61 204
32 297
246
0 48
690
35 773
334
0 6
146
26 278
178
0 39
296
52 387
777
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
California Blvd California Blvd Allen Ave Allen Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 6 0
7:15 AM 0 1 0 0
0 0 0 0 1 0
TH RT
7:00 AM 0 0 2 0 0 1 2

UT LT TH RT UT LT
3 0
7:30 AM 0 0 0 0 0 0 2
0 0 2 0 0 0 0 0 0 0 0 0
0 0 4 0 0 0
0 0 0 4 0
7:45 AM 0 0 0 0
0 0 0 0 2 0
0 1 1 5 16
8:15 AM 0 0 0 0
0 0 1 1 0 0
4 17
8:00 AM 0 0 0 0 0 0 1
0 0 0 0 0 0
2 15
8:30 AM 0 1 1 0 0 0 0
0 1 0 0 0 0 1 0 0 0 0 0
0 0 1 0 0 0
0 0 0 3 14
8:45 AM 0 0 0 0
0 0 0 1 0 0
0 0 0 0 0 0 1 11
0 1 1 28 0
Peak Hour 0 1 1 0
Count Total 0 2 3 0 0 2 12 0 0 1 3 3 0
7:00 AM 0 0
RT
11 0
Interval
Start
California Blvd California Blvd Allen Ave Allen Ave
15-min
Total
Rolling
One Hour
0 1 2 0 0 1 3 0 0 0 1 1

LT TH RT RT LT TH RT
4 8:00 AM
0 0 0 4
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 2 0
1 6
8:45 AM
0 0 0 0
5 8:30 AM
0 0 0 0 1 0 1
0 4
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 1 3
Peak Hour
Count Total 0 1
0 LT TH
0 0 0 0 1 0 3
0 0 0 0 7 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
2 0 0
0 0
0 0 0
0 0 0
0 0 0 0 0 2 0
0 2 0 0 4 0
0 1 0
0 1 0
0 0
0 0 0
0 0 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
1 7
6 4
9 3
2 1
33 26
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.6% 0.93
TOTAL 0.3% 0.98
TH RT
WB 0.0% 0.89
NB 0.0% 0.90
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 0.5% 0.98

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

UT LT TH RT
Interval
Start
California Blvd California Blvd Allen Ave Allen Ave
15-min
Total

UT LT TH RT
0 1 99 7 0 20
10 59 11 437 0
4:15 PM 0 13 177 5
4:00 PM 0 12 171 9 0 4 88 6 0 12 48 7 0
11 47 13 457 0
4:45 PM 0 21 174 9
9 0 14 59 9 0
473 0
4:30 PM 0 12 186 5 0 2 90
66 11 0 11 48 15
480 1,847
5:00 PM 0 16 176 14 0 2 75
0 2 82 5 0 28 66 13 0 15 53 12
0 3 90 5 0 26
9 58 16 473 1,883
5:15 PM 0 18 162 7
7 0 17 76 7 0
11 42 8 435 1,843
5:45 PM 0 15 185 6
6 0 9 67 3 0
455 1,865
5:30 PM 0 21 180 9 0 3 76
70 11 0 11 38 14
0 1 81 5 0 13 44 5 0 9 32 12 408 1,771
Count Total 0 128 1,411 64 0 18 681 87 377 101 3,618 0
Peak
Hour
All 0 62 713
50 0 139 496 66 0
0 0 0 0 0 0 0 0 2 0 6 0
56 1,883 0
HV 0 0 4 0 0 0
33 0 7 346 28 0 79 267 40 0 46 206
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 1% 0% - 0% 0% 0% - 0% 0% 0% - 0% 1% 0% 0%
0 1
4:15 PM 2 0 0 1 3 0 0
0 0 0 0 0 0
West North South
4:00 PM 3 0 2 1 6 0
EB WB NB SB Total East
4:45 PM 1 0 0 0 1
0 2 0 3 1 2
3 4:30 PM 0 0 0 1 1 2 0 0
1 0 1 1 2 1
0 1
5:15 PM 1 0 0 0 1 0 0
0 1 0 1 1 7
1 0 2
5:00 PM 1 0 0 0 1 0
3 0 1 0 4 1
5:45 PM 0 0 0 0 0
0 0 0 2 0 0
0 5:30 PM 1 0 0 0 1 0 0 0
2 0 2 0 2 1
0 0 1 0 1 0 1 0 0
3 9
Peak Hour 4 0 0 2 6 5 0
Count Total 9 0 2 3 14 5 0 6 0 11 3 18
3 0 8 3 13 2 8
1 4
0 0
00 02
1 0
0 0
2 8
13 3
N
Allen Ave
California Blvd
California Blvd
Allen Ave
California Blvd
Allen Ave
TEV: 1,883
PHF: 0.98
56 206
46 308
357
0 28
346
7 381
799
0 40
267
79 246
386
0 33
713
62 808
481
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
California Blvd California Blvd Allen Ave Allen Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 1 6 0
4:15 PM 0 0 2 0
0 0 0 1 1 0
TH RT
4:00 PM 0 0 3 0 0 0 0

UT LT TH RT UT LT
3 0
4:30 PM 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 1 0
4:45 PM 0 0 1 0
0 0 0 0 0 0
0 0 0 1 6
5:15 PM 0 0 1 0
0 0 0 0 0 0
1 11
5:00 PM 0 0 1 0 0 0 0
0 0 0 0 0 0
1 4
5:30 PM 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 1 4
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 3
0 2 1 14 0
Peak Hour 0 0 4 0
Count Total 0 0 9 0 0 0 0 0 0 0 1 1 0
4:00 PM 0 0
RT
6 0
Interval
Start
California Blvd California Blvd Allen Ave Allen Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 2 0

LT TH RT RT LT TH RT
7 5:00 PM
0 1 0 4
2 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 1 0 0 0 1
0 0
0 0 0
0 7
5:45 PM
0 0 0 0
9 5:30 PM
0 2 0 0 0 0 2
1 8
5:15 PM
0 1 0
0 0 0
0 0 0
0 0 0
0 0 0 0 1 0 0 1 4
Peak Hour
Count Total 0 0
0 LT TH
0 2 1 0 0 0 8
0 5 1 0 11 0
0 0
0 0
0 0 0 0
0 1
0 0 0
2 LT TH
0 0 0 0 0 0 0 0
2 0 0
0 0
0 0 0
0 0 0
0 0 4 1 0 0 0
0 4 1 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 0 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
3 4
3 8
3 7
7 8
43 25
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.4% 0.87
TOTAL 1.4% 0.91
TH RT
WB 2.3% 0.90
NB 0.0% 0.61
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 1.5% 0.81

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

UT LT TH RT
Interval
Start
Orlando Rd Orlando Rd Bound Dr Allen Ave
15-min
Total

UT LT TH RT
0 6 10 37 0 0
24 10 3 68 0
7:15 AM 0 3 2 3
7:00 AM 0 2 1 0 0 9 3 14 0 0 2 0 0
31 13 15 132 0
7:45 AM 0 5 10 3
33 0 0 6 0 1
110 0
7:30 AM 0 3 2 0 0 1 27
2 0 0 35 7 5
155 465
8:00 AM 0 1 8 2 0 2 50
0 6 30 34 0 0 2 0 0 37 16 12
0 7 40 36 0 1
26 30 15 174 571
8:15 AM 0 5 9 2
33 0 0 6 1 0
27 19 7 144 652
8:45 AM 0 5 6 4
41 0 2 1 1 0
179 640
8:30 AM 0 3 13 4 0 2 24
2 1 0 26 33 17
0 5 22 26 0 2 6 1 0 26 39 12 154 651
Count Total 0 27 51 18 0 38 206 232 167 86 1,116 0
Peak
Hour
All 0 14 40
254 0 5 27 4 1
3 4 0 0 0 0 0 0 1 0 9 0
51 652 0
HV 0 0 1 0 0 0
11 0 17 144 144 0 3 11 3 0 116 98
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 3% 0% - 0% 2% 3% - 0% 0% 0% - 0% 1% 0% 1%
3 0
7:15 AM 0 1 0 1 2 0 0
1 0 0 1 0 0
West North South
7:00 AM 0 1 1 1 3 0
EB WB NB SB Total East
7:45 AM 0 2 0 0 2
0 0 0 0 3 0
0 7:30 AM 0 0 2 0 2 0 0 0
0 0 0 0 0 4
0 0
8:15 AM 0 2 0 1 3 0 0
0 0 0 0 0 3
2 6 0
8:00 AM 1 2 0 0 3 0
0 0 0 0 0 0
8:45 AM 0 0 0 0 0
1 1 0 4 3 0
1 8:30 AM 0 1 0 0 1 0 0 0
0 0 0 0 2 4
0 0 0 0 0 1 2 5 0
28 1
Peak Hour 1 7 0 1 9 0 0
Count Total 1 9 3 3 16 0 1 0 1 2 1 13
0 1 1 0 11 13 1
0 0
0 0
10 00
0 0
0 0
13 1
11 0
N
Bound Dr
Orlando Rd
Orlando Rd
Bound Dr
Orlando Rd
Allen Ave
TEV: 652
PHF: 0.91
51 98
116
265
169
0 144
144
17 305
159
0 3
11 3
126
17 0
11 40
14 65
198
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Orlando Rd Orlando Rd Bound Dr Allen Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
0 1 0 3 0
7:15 AM 0 0 0 0
0 0 0 1 0 0
TH RT
7:00 AM 0 0 0 0 0 1 0

UT LT TH RT UT LT
2 0
7:30 AM 0 0 0 0 0 0 0
0 0 1 0 0 0 0 0 0 1 0 0
0 0 1 1 0 0
0 0 0 2 0
7:45 AM 0 0 0 0
0 0 0 2 0 0
0 0 0 3 9
8:15 AM 0 0 0 0
1 0 0 0 0 0
2 9
8:00 AM 0 0 1 0 0 0 1
0 0 0 0 0 0
3 10
8:30 AM 0 0 0 0 0 0 0
0 0 1 1 0 0 0 0 0 0 1 0
0 0 0 0 0 0
0 0 0 1 9
8:45 AM 0 0 0 0
1 0 0 0 0 0
0 0 0 0 0 0 0 7
1 2 0 16 0
Peak Hour 0 0 1 0
Count Total 0 0 1 0 0 1 4 4 0 0 3 0 0
7:00 AM 1 0
RT
9 0
Interval
Start
Orlando Rd Orlando Rd Bound Dr Allen Ave
15-min
Total
Rolling
One Hour
0 0 3 4 0 0 0 0 0 0 1 0

LT TH RT RT LT TH RT
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 0 0 0 0
0 0
0 0 0
1 1
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 0 0 0 0 0 0 0 1
Peak Hour
Count Total 0 1
0 LT TH
0 0 0 0 1 0 1
0 0 0 0 2 0
1 0
0 0
0 0 0 0
0 0
0 0 0
0 LT TH
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
0 0 0
0 0
0 0 0
0 0 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
8 3
3 4
13 5
3 1
40 25
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.4% 0.82
TOTAL 0.1% 0.89
TH RT
WB 0.0% 0.91
NB 0.0% 0.80
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 0.0% 0.68

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

UT LT TH RT
Interval
Start
Orlando Rd Orlando Rd Bound Dr Allen Ave
15-min
Total

UT LT TH RT
0 1 8 34 0 6
52 9 6 173 0
4:15 PM 0 1 15 0
4:00 PM 0 3 14 2 0 0 5 20 0 5 46 11 0
39 8 6 198 0
4:45 PM 0 4 9 4
31 0 4 61 14 0
187 0
4:30 PM 0 3 24 3 0 1 4
56 11 0 41 8 6
184 742
5:00 PM 0 1 8 0 0 0 8
0 0 7 29 0 6 57 9 0 37 18 4
0 1 10 31 0 10
56 10 5 232 801
5:15 PM 0 4 20 2
35 0 17 75 17 0
45 3 7 185 810
5:45 PM 0 1 13 0
41 0 4 28 20 0
209 823
5:30 PM 0 6 18 1 0 0 12
68 12 0 43 4 4
0 2 4 43 0 3 19 8 0 38 1 3 135 761
Count Total 0 23 121 12 0 5 58 351 61 41 1,503 0
Peak
Hour
All 0 12 61
264 0 55 410 102 0
0 0 0 0 0 0 0 1 0 0 1 0
19 823 0
HV 0 0 0 0 0 0
9 0 2 29 126 0 37 261 52 0 175 40
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 0% - 0% 0% 0% - 0% 0% 0% - 1% 0% 0% 0%
4 0
4:15 PM 0 0 0 1 1 0 0
1 1 0 4 0 4
West North South
4:00 PM 0 0 2 0 2 2
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 0 1 1 1 0
0 4:30 PM 0 0 0 1 1 0 0 0
1 0 1 0 3 0
5 1
5:15 PM 0 0 0 0 0 0 0
0 1 0 1 0 7
2 2 0
5:00 PM 0 0 0 0 0 0
0 0 2 1 3 0
5:45 PM 0 0 0 0 0
0 1 0 1 2 0
0 5:30 PM 0 0 0 0 0 0 0 1
2 0 2 0 3 2
0 0 1 0 1 1 0 0 0
16 1
Peak Hour 0 0 0 1 1 0 0
Count Total 0 0 2 2 4 2 1 9 1 13 2 21
5 1 6 1 13 10 1
0 0
0 0
01 14
0 0
0 0
10 1
13 1
N
Bound Dr
Orlando Rd
Orlando Rd
Bound Dr
Orlando Rd
Allen Ave
TEV: 823
PHF: 0.89
19 40
175
234
399
0 126
29 2
157
288
0 52
261
37 51
350
0 9
61 12
82 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Orlando Rd Orlando Rd Bound Dr Allen Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 2 0
4:15 PM 0 0 0 0
0 0 0 2 0 0
TH RT
4:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
1 0
4:30 PM 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 1 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 2
5:15 PM 0 0 0 0
0 0 0 0 0 0
0 4
5:00 PM 0 0 0 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 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 0 0
2 0 0 4 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 2 0 0
4:00 PM 4 0
RT
1 0
Interval
Start
Orlando Rd Orlando Rd Bound Dr Allen Ave
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 1 0 0

LT TH RT RT LT TH RT
8 5:00 PM
0 2 0 3
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 1 0 0 0 1
0 0
0 0 0
1 7
5:45 PM
1 0 0 0
6 5:30 PM
0 2 0 0 0 0 2
1 5
5:15 PM
1 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 1 0 0 1 5
Peak Hour
Count Total 1 0
0 LT TH
1 4 0 1 0 0 6
2 6 1 0 13 0
0 0
0 0
0 2 0 0
0 0
0 0 0
0 LT TH
1 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 2 0 0 1 0
0 0 0
0 0 0
0 0
1 0 0
0 0 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
1 9
4 4
12 2
2 5
39 20
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.5% 0.90
TOTAL 1.4% 0.78
TH RT
WB 0.0% 0.60
NB 0.7% 0.82
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 3.0% 0.82

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

UT LT TH RT
Interval
Start
Euston Rd Euston Rd Oxford Rd Oxford Rd
15-min
Total

UT LT TH RT
0 2 8 0 0 1
0 6 8 52 0
7:15 AM 0 17 8 0
7:00 AM 0 14 3 0 0 1 5 1 0 0 11 3 0
2 13 10 124 0
7:45 AM 0 25 26 0
0 0 0 22 8 0
85 0
7:30 AM 0 14 8 1 0 0 46
17 2 0 2 14 14
189 450
8:00 AM 0 21 20 1 0 3 30
0 8 50 0 0 0 27 19 0 2 16 16
0 3 22 0 0 0
1 13 17 139 537
8:15 AM 0 31 11 1
0 0 0 21 12 0
1 24 11 125 588
8:45 AM 0 18 22 0
0 0 2 23 9 0
135 587
8:30 AM 0 21 11 0 0 4 19
24 14 0 3 16 10
0 3 21 1 0 1 21 9 0 1 12 12 121 520
Count Total 0 161 109 3 0 24 201 12 114 98 970 0
Peak
Hour
All 0 98 68
2 0 4 166 76 0
0 0 0 0 1 0 0 0 2 0 8 0
54 588 0
HV 0 4 1 0 0 0
2 0 18 121 0 0 2 95 54 0 7 69
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 4% 1% 0% - 0% 0% - - 0% 1% 0% - 0% 3% 0% 1%
0 1
7:15 AM 2 0 2 1 5 1 1
0 0 0 0 0 0
West North South
7:00 AM 1 0 1 0 2 0
EB WB NB SB Total East
7:45 AM 1 0 0 0 1
0 1 3 0 0 1
4 7:30 AM 0 0 0 0 0 1 0 0
1 0 3 4 0 1
0 6
8:15 AM 3 0 0 0 3 3 0
0 0 0 0 6 0
0 0 2
8:00 AM 1 0 1 0 2 0
0 0 0 0 0 2
8:45 AM 0 0 1 0 1
0 0 1 0 0 1
1 8:30 AM 0 0 0 2 2 0 0 0
0 0 3 1 0 0
0 2 1 0 3 2 0 0 3
1 19
Peak Hour 5 0 1 2 8 3 0
Count Total 8 0 5 3 16 5 3 2 0 10 19 0
0 0 3 10 0 0 10
0 2
1 0
00 00
0 0
0 0
0 10
0 10
N
Oxford Rd
Euston Rd
Euston Rd
Oxford Rd
Euston Rd
Oxford Rd
TEV: 588
PHF: 0.78
54 69
7 130
193
0 0
121
18 139
129
0 95
54 2
89 151
0 2
68 98
168
177
0 Project Manager: (415) 310-6469 [email protected]

Page 242 of 506 ends

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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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Euston Rd Euston Rd Oxford Rd Oxford Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 2 0
7:15 AM 0 2 0 0
0 0 0 1 0 0
TH RT
7:00 AM 0 0 1 0 0 0 0

UT LT TH RT UT LT
5 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 1 0 0
0 0 0 0 0 0
0 0 0 0 0
7:45 AM 0 1 0 0
0 0 0 0 0 0
0 0 0 2 8
8:15 AM 0 2 1 0
0 0 0 1 0 0
1 8
8:00 AM 0 1 0 0 0 0 0
0 0 0 0 0 0
3 6
8:30 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 0
0 2 0 2 8
8:45 AM 0 0 0 0
0 0 0 0 0 0
1 0 0 0 0 0 1 8
1 2 0 16 0
Peak Hour 0 4 1 0
Count Total 0 6 2 0 0 0 0 0 0 0 5 0 0
7:00 AM 0 0
RT
8 0
Interval
Start
Euston Rd Euston Rd Oxford Rd Oxford Rd
15-min
Total
Rolling
One Hour
0 0 0 0 0 0 1 0 0 0 2 0

LT TH RT RT LT TH RT
4 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 1 0 0 0 0 3
0 0
0 0 0
0 3
8:45 AM
0 0 0 0
4 8:30 AM
0 0 0 0 0 0 3
0 4
8:15 AM
0 0 0
1 2 0
0 0 0
0 0 0
0 0 0 0 0 1 0 3 6
Peak Hour
Count Total 0 0
0 LT TH
0 0 0 0 0 0 3
0 1 1 0 10 0
0 0
0 0
0 0 0 0
0 0
0 1 0
1 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 1 0
0 1 2 0 0 0 0
1 4 0 0 3 0
0 0 0
0 2 0
0 0
0 0 0
0 0 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 6
5 7
7 4
0 0
29 18
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.75
TOTAL 0.0% 0.91
TH RT
WB 0.0% 0.74
NB 0.0% 0.91
Peak Hour: 4:45 PM 5:45 PM
HV %: PHF
EB 0.0% 0.90

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

UT LT TH RT
Interval
Start
Euston Rd Euston Rd Oxford Rd Oxford Rd
15-min
Total

UT LT TH RT
0 2 19 0 0 0
7 33 19 128 0
4:15 PM 0 20 8 0
4:00 PM 0 19 11 0 0 5 8 0 0 0 12 14 0
8 31 16 145 0
4:45 PM 0 19 17 2
0 0 1 18 15 0
132 0
4:30 PM 0 18 17 0 0 1 20
15 12 0 12 31 13
152 557
5:00 PM 0 17 13 1 0 2 21
0 8 19 2 0 0 20 18 0 5 28 14
0 1 17 0 0 2
9 51 24 178 607
5:15 PM 0 19 23 1
1 0 3 20 16 0
5 31 20 156 647
5:45 PM 0 23 13 0
0 0 0 24 18 0
161 636
5:30 PM 0 24 15 4 0 6 9
14 18 0 4 39 23
1 3 14 0 0 0 18 17 0 0 19 22 130 625
Count Total 0 159 117 8 1 28 127 50 263 151 1,182 0
Peak
Hour
All 0 79 68
3 0 6 141 128 0
0 0 0 0 0 0 0 0 0 0 0 0
81 647 0
HV 0 0 0 0 0 0
8 0 17 66 3 0 5 78 70 0 23 149
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 0% - 0% 0% 0% - 0% 0% 0% - 0% 0% 0% 0%
0 0
4:15 PM 0 0 0 1 1 0 1
1 1 1 3 0 0
West North South
4:00 PM 0 0 0 0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 2 3 0 0 2
3 4:30 PM 0 0 0 1 1 0 2 0
0 0 1 3 0 0
0 3
5:15 PM 0 0 0 0 0 0 0
0 0 1 1 4 0
0 0 2
5:00 PM 0 0 0 0 0 0
1 0 0 0 1 5
5:45 PM 0 0 0 0 0
0 0 0 0 0 0
3 5:30 PM 0 0 0 0 0 0 0 0
0 0 0 1 0 0
0 0 0 0 0 0 0 0 0
0 13
Peak Hour 0 0 0 0 0 1 0
Count Total 0 0 0 2 2 1 4 1 2 8 16 0
0 1 2 10 0 0 8
0 0
1 1
00 00
0 0
0 0
0 8
0 10
N
Oxford Rd
Euston Rd
Euston Rd
Oxford Rd
Euston Rd
Oxford Rd
TEV: 647
PHF: 0.91
81 149
23 253
160
0 3
66 17
86 161
0 78
70 5
174
153
0 8
68 79
155
152
0 Project Manager: (415) 310-6469 [email protected]

Page 244 of 506 ends

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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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Euston Rd Euston Rd Oxford Rd Oxford Rd
15-min
Total
Rolling
One Hour Eastbound Westbound
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
1 0
4:30 PM 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 1 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 2
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 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 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 0 0
1 1 0 2 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 3 0
RT
0 0
Interval
Start
Euston Rd Euston Rd Oxford Rd Oxford Rd
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
7 5:00 PM
0 0 0 1
2 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 0 1
1 1
0 0 0
0 2
5:45 PM
0 0 0 0
4 5:30 PM
0 0 0 0 0 0 0
1 5
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 1
Peak Hour
Count Total 0 1
0 LT TH
0 0 0 0 0 1 2
0 1 0 1 8 0
0 0
0 0
0 0 0 0
0 0
0 0 0
0 LT TH
1 0 0 1 0 0 1 0
0 0 0
1 0
0 0 0
0 1 0
0 1 0 0 0 0 0
1 0 0 0 3 1
0 0 0
0 0 0
0 0
0 0 0
0 0 1
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
0 2
1 2
2 3
2 1
13 8
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.7% 0.93
TOTAL 0.8% 0.96
TH RT
WB 1.2% 0.93
NB 0.5% 0.95
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 1.4% 0.84

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

UT LT TH RT
Interval
Start
California Blvd California Blvd Sierra Madre Blvd Sierra Madre Blvd 15-min
Total

UT LT TH RT
0 7 141 6 0 17
2 112 6 458 0
7:15 AM 0 6 28 4
7:00 AM 0 3 20 5 0 4 128 6 1 12 156 1 2
3 194 8 680 0
7:45 AM 0 15 68 3
4 2 10 256 2 2
549 0
7:30 AM 0 8 40 1 0 5 145
192 6 0 5 127 10
743 2,430
8:00 AM 0 12 60 10 0 8 165
0 10 161 11 0 23 250 12 1 3 172 14
0 4 149 6 0 12
1 158 18 712 2,684
8:15 AM 0 10 58 3
8 0 16 245 11 0
5 164 17 654 2,829
8:45 AM 0 12 50 6
6 0 17 239 7 0
720 2,855
8:30 AM 0 13 44 10 0 1 131
275 8 0 9 172 14
0 3 150 10 0 24 223 9 0 4 139 19 649 2,735
Count Total 0 79 368 42 0 42 1,170 32 1,238 106 5,165 0 Peak
Hour
All 0 45 226
57 3 131 1,836 56 5
7 1 0 0 5 1 0 0 4 1 23 0
54 2,855 0
HV 0 3 1 0 0 0
17 0 27 620 29 2 61 1,026 33 3 16 696
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 7% 0% 0% - 0% 1% 3% 0% 0% 0% 3% 0% 0% 1% 2% 1%
0 0
7:15 AM 1 2 3 4 10 0 1
0 0 0 0 0 0
West North South
7:00 AM 2 2 3 1 8 0
EB WB NB SB Total East
7:45 AM 2 4 2 1 9
0 1 0 1 0 0
1 7:30 AM 1 3 3 1 8 0 1 0
0 1 2 0 1 0
1 0
8:15 AM 0 0 1 3 4 0 2
0 0 0 0 0 1
0 1 0
8:00 AM 1 1 0 0 2 0
2 1 0 0 3 1
8:45 AM 1 1 1 0 3
0 2 0 1 0 1
1 8:30 AM 1 1 3 1 6 0 2 0
2 0 4 0 2 0
0 2 1 1 4 0 1 0 0
2 3
Peak Hour 4 8 6 5 23 2 4
Count Total 9 14 16 11 50 2 9 3 2 16 1 7
2 0 8 1 4 2 1
0 2
0 0
00 02
0 0
4 0
2 1
4 1
N
Sierra Madre Blvd
California Blvd
California Blvd
Sierra Madre
Blvd
California BlvdSierra Madre
Blvd
TEV: 2,855
PHF: 0.96
54 696
16 769
1,103
3 29
620
27 676
275
0 33
1,026
61 742
1,122
2 17
226
45 288
735
0 Project Manager: (415) 310-6469 [email protected]

Page 246 of 506 ends

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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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
California Blvd California Blvd Sierra Madre Blvd Sierra Madre Blvd 15-min
Total
Rolling
One Hour Eastbound Westbound
0 1 0 8 0
7:15 AM 0 0 1 0
0 0 1 2 0 0
TH RT
7:00 AM 0 0 1 1 0 0 2

UT LT TH RT UT LT
10 0
7:30 AM 0 0 1 0 0 0 2
0 0 2 0 0 0 3 0 0 1 3 0
0 0 4 0 0 0
0 1 0 8 0
7:45 AM 0 2 0 0
1 0 0 3 0 0
0 0 0 2 29
8:15 AM 0 0 0 0
0 0 0 0 0 0
9 35
8:00 AM 0 1 0 0 0 0 1
1 1 0 0 1 0
4 23
8:30 AM 0 0 1 0 0 0 1
0 0 0 0 0 0 1 0 0 0 2 1
0 0 1 0 0 0
0 1 0 6 21
8:45 AM 0 0 1 0
0 0 0 3 0 0
1 0 0 0 0 0 3 15
1 9 1 50 0
Peak Hour 0 3 1 0
Count Total 0 3 5 1 0 0 13 1 0 1 14 1 0
7:00 AM 0 0
RT
23 0
Interval
Start
California Blvd California Blvd Sierra Madre Blvd Sierra Madre Blvd 15-min
Total
Rolling
One Hour
0 0 7 1 0 0 5 1 0 0 4 1

LT TH RT RT LT TH RT
6 8:00 AM
0 0 0 3
1 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 1 0 2
1 0
0 1 0
2 9
8:45 AM
0 0 0 0
8 8:30 AM
0 2 0 0 0 0 4
0 6
8:15 AM
0 0 0
0 0 0
0 0 0
0 2 0
0 0 0 0 0 1 0 4 10
Peak Hour
Count Total 0 2
0 LT TH
0 2 0 0 0 0 8
0 2 1 0 16 0
0 0
0 1
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
2 0 0
0 0
0 0 0
0 1 0
0 0 2 0 0 4 0
0 2 0 0 9 0
0 2 0
0 2 0
0 0
0 0 0
0 0 0
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
1 3
3 0
2 6
2 1
18 10
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.4% 0.91
TOTAL 0.2% 0.95
TH RT
WB 0.0% 0.93
NB 0.0% 0.93
Peak Hour: 4:45 PM 5:45 PM
HV %: PHF
EB 0.3% 0.98

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

UT LT TH RT
Interval
Start
California Blvd California Blvd Sierra Madre Blvd Sierra Madre Blvd 15-min
Total

UT LT TH RT
0 5 71 10 0 12
7 194 6 649 0
4:15 PM 0 9 148 6
4:00 PM 0 13 135 10 0 4 68 6 0 9 192 2 3
13 158 5 619 0
4:45 PM 0 9 143 7
6 0 9 160 5 1
652 0
4:30 PM 0 17 153 6 0 9 77
157 5 1 9 209 10
714 2,634
5:00 PM 0 13 132 8 0 3 62
0 4 55 9 1 9 198 15 0 19 235 10
0 5 66 6 1 19
18 234 8 667 2,652
5:15 PM 0 11 132 10
6 1 8 164 10 0
13 202 5 681 2,798
5:45 PM 0 17 136 9
9 0 16 199 16 2
736 2,736
5:30 PM 0 18 131 10 0 6 54
189 15 0 24 246 12
0 5 57 5 0 11 201 8 0 17 228 8 702 2,786
Count Total 0 107 1,110 66 0 41 510 120 1,706 64 5,420 0 Peak
Hour
All 0 51 538
57 3 93 1,460 76 7
0 0 0 0 0 0 0 1 3 0 6 0
35 2,798 0
HV 0 0 2 0 0 0
35 0 18 237 30 3 52 750 56 2 74 917
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 0% - 0% 0% 0% 0% 0% 0% 0% 0% 1% 0% 0% 0%
0 0
4:15 PM 2 0 1 2 5 0 0
0 0 0 0 0 1
West North South
4:00 PM 3 0 1 4 8 0
EB WB NB SB Total East
4:45 PM 0 0 0 3 3
0 2 0 1 1 1
1 4:30 PM 0 0 1 0 1 2 0 0
0 1 1 0 2 0
0 0
5:15 PM 1 0 0 0 1 1 0
0 0 0 0 0 2
0 0 0
5:00 PM 1 0 0 1 2 0
1 0 1 0 2 0
5:45 PM 1 1 0 0 2
0 0 0 2 0 0
1 5:30 PM 0 0 0 0 0 0 0 0
0 0 1 3 0 2
0 1 0 0 1 0 1 0 0
3 3
Peak Hour 2 0 0 4 6 2 0
Count Total 8 1 3 10 22 4 1 1 1 7 3 9
1 0 3 3 4 2 1
0 2
0 0
00 01
0 0
0 0
2 1
4 3
N
Sierra Madre Blvd
California Blvd
California Blvd
Sierra Madre
Blvd
California BlvdSierra Madre
Blvd
TEV: 2,798
PHF: 0.95
35 917
74 1,028
833
2 30
237
18 285
668
0 56
750
52 973
861
3 35
538
51 624
324
0 Project Manager: (415) 310-6469 [email protected]

Page 248 of 506 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
California Blvd California Blvd Sierra Madre Blvd Sierra Madre Blvd 15-min
Total
Rolling
One Hour Eastbound Westbound
0 4 0 8 0
4:15 PM 0 0 2 0
0 0 0 1 0 0
TH RT
4:00 PM 0 2 1 0 0 0 0

UT LT TH RT UT LT
5 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 1 1 0
0 0 0 0 0 0
0 0 0 1 0
4:45 PM 0 0 0 0
0 0 0 1 0 0
0 1 0 2 11
5:15 PM 0 0 1 0
0 0 0 0 0 0
3 17
5:00 PM 0 0 1 0 0 0 0
0 0 0 1 2 0
1 7
5:30 PM 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 6
5:45 PM 0 0 1 0
0 0 0 0 0 0
0 0 0 0 0 0 2 5
2 8 0 22 0
Peak Hour 0 0 2 0
Count Total 0 2 6 0 0 0 1 0 0 0 3 0 0
4:00 PM 0 0
RT
6 0
Interval
Start
California Blvd California Blvd Sierra Madre Blvd Sierra Madre Blvd 15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 1 3 0

LT TH RT RT LT TH RT
5 5:00 PM
0 1 0 2
2 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 1 0 1
0 0
0 0 0
0 3
5:45 PM
0 0 0 0
5 5:30 PM
0 0 0 0 0 0 1
0 5
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
0 0 0 0 0 0 0 1 2
Peak Hour
Count Total 0 1
0 LT TH
0 1 0 0 0 0 3
0 1 0 0 7 0
0 0
0 0
0 0 0 0
0 0
0 0 0
2 LT TH
0 0 0 0 0 0 0 0
1 0 0
0 0
0 0 0
0 0 0
0 0 2 0 0 0 0
0 4 0 0 0 1
0 0 0
0 0 1
0 0
0 0 0
0 0 0
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
3 2
1 2
1 3
1 1
14 7
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.4% 0.83
TOTAL 0.5% 0.97
TH RT
WB 2.0% 0.73
NB 0.4% 0.88
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 0.0% 0.61

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

UT LT TH RT
Interval
Start
Lombardy Rd Lombardy Rd Sierra Madre Blvd Sierra Madre Blvd 15-min
Total

UT LT TH RT
0 3 11 9 0 0
1 117 0 292 0
7:15 AM 0 0 1 0
7:00 AM 0 0 0 0 0 1 4 4 0 2 162 1 0
2 218 5 527 0
7:45 AM 0 0 9 0
18 3 3 252 1 1
365 0
7:30 AM 0 0 4 0 0 5 15
201 3 0 2 133 2
512 1,696
8:00 AM 0 0 2 1 0 2 17
0 4 27 20 1 3 269 1 0 3 173 2
0 6 17 6 0 5
0 171 5 475 1,879
8:15 AM 0 0 4 2
12 0 2 262 1 0
0 173 0 464 1,976
8:45 AM 0 1 1 0
7 0 5 264 1 0
525 2,039
8:30 AM 0 1 2 0 0 4 7
310 1 0 3 169 2
0 1 11 8 0 2 242 0 1 4 140 1 412 1,876
Count Total 0 2 23 3 0 26 109 15 1,294 17 3,572 0
Peak
Hour
All 0 0 19
84 4 22 1,962 9 2
3 0 0 0 5 0 0 0 3 0 11 0
14 2,039 0
HV 0 0 0 0 0 0
3 0 17 76 56 4 13 1,093 4 1 8 731
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - - 0% 0% - 0% 4% 0% 0% 0% 0% 0% 0% 0% 0% 0% 1%
1 2
7:15 AM 0 0 3 3 6 1 0
0 0 0 1 0 0
West North South
7:00 AM 0 0 3 2 5 1
EB WB NB SB Total East
7:45 AM 0 1 2 1 4
0 0 0 0 1 0
1 7:30 AM 0 0 2 1 3 0 0 0
0 1 2 1 0 0
0 1
8:15 AM 0 0 1 1 2 1 0
0 0 0 0 0 0
0 0 2
8:00 AM 0 2 0 0 2 0
2 0 0 0 2 0
8:45 AM 0 0 1 1 2
0 0 0 1 0 0
1 8:30 AM 0 0 4 1 5 0 0 0
2 0 3 0 1 1
0 0 1 1 2 0 0 0 1
3 8
Peak Hour 0 3 5 3 11 3 0
Count Total 0 3 16 10 29 5 0 3 2 10 1 2
2 0 5 0 1 2 4
0 3
0 0
00 02
0 0
0 0
2 4
1 0
N
Sierra Madre Blvd
Lombardy Rd
Lombardy Rd
Sierra Madre
Blvd
Lombardy RdSierra Madre
Blvd
TEV: 2,039
PHF: 0.97
14 731
8 754
1,150
1 56
76 17
149
31 0
4 1,093
13 755
1,114
4 3
19 0
22 103
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Lombardy Rd Lombardy Rd Sierra Madre Blvd Sierra Madre Blvd 15-min
Total
Rolling
One Hour Eastbound Westbound
0 2 0 5 0
7:15 AM 0 0 0 0
0 0 0 3 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
6 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 3 0 0 0 3 0
0 0 1 0 0 0
0 1 0 3 0
7:45 AM 0 0 0 0
0 0 0 2 0 0
0 0 0 2 15
8:15 AM 0 0 0 0
0 0 0 0 0 0
4 18
8:00 AM 0 0 0 0 0 0 2
2 0 0 0 1 0
2 11
8:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 1 0
0 0 0 0 0 0
0 1 0 5 13
8:45 AM 0 0 0 0
0 0 0 4 0 0
1 0 0 0 1 0 2 11
0 10 0 29 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 3 0 0 0 16 0 0
7:00 AM 1 0
RT
11 0
Interval
Start
Lombardy Rd Lombardy Rd Sierra Madre Blvd Sierra Madre Blvd 15-min
Total
Rolling
One Hour
0 0 3 0 0 0 5 0 0 0 3 0

LT TH RT RT LT TH RT
5 8:00 AM
0 0 0 2
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 1 0 2
0 0
0 0 0
0 5
8:45 AM
0 0 0 0
5 8:30 AM
0 2 0 0 0 0 3
0 4
8:15 AM
0 0 0
0 1 0
0 0 0
0 0 0
0 0 0 0 1 0 0 2 5
Peak Hour
Count Total 0 2
0 LT TH
0 2 0 0 0 0 5
0 3 0 0 10 0
0 0
0 1
0 1 0 0
0 0
0 1 0
0 LT TH
0 0 0 0 0 0 0 0
2 0 0
0 0
0 0 0
0 0 0
0 0 3 0 0 0 0
0 5 0 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
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
6 1
0 1
2 1
3 0
14 6
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.1% 0.95
TOTAL 0.1% 0.96
TH RT
WB 0.0% 0.62
NB 0.0% 0.92
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 1.5% 0.73

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

UT LT TH RT
Interval
Start
Lombardy Rd Lombardy Rd Sierra Madre Blvd Sierra Madre Blvd 15-min
Total

UT LT TH RT
0 1 1 1 0 3
12 189 1 413 0
4:15 PM 0 1 8 4
4:00 PM 0 2 5 6 0 0 0 6 0 0 191 0 1
14 167 1 387 0
4:45 PM 0 0 9 2
4 0 0 183 1 0
401 0
4:30 PM 0 1 10 2 0 1 3
174 2 0 9 192 5
490 1,691
5:00 PM 0 2 3 2 0 1 4
0 3 0 2 0 2 224 5 0 10 232 1
0 3 5 5 1 0
13 239 0 453 1,731
5:15 PM 0 2 13 8
1 2 0 182 3 1
8 215 2 470 1,898
5:45 PM 0 2 14 4
6 0 0 220 0 0
485 1,815
5:30 PM 0 4 11 2 0 0 2
205 0 3 13 225 2
0 1 3 1 0 1 225 2 0 11 231 1 496 1,904
Count Total 0 14 73 30 0 10 18 90 1,690 13 3,595 0
Peak
Hour
All 0 10 41
26 3 6 1,604 13 5
0 0 0 0 0 0 0 0 1 0 2 0
5 1,904 0
HV 0 0 0 1 0 0
16 0 5 14 13 3 1 832 5 4 45 910
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 6% - 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%
0 2
4:15 PM 0 0 1 2 3 1 0
0 0 0 1 2 2
West North South
4:00 PM 0 0 0 3 3 1
EB WB NB SB Total East
4:45 PM 0 0 0 2 2
0 1 0 0 0 0
1 4:30 PM 1 0 1 0 2 1 0 0
0 1 2 0 0 0
0 0
5:15 PM 1 0 0 0 1 0 0
0 0 0 0 2 0
0 0 0
5:00 PM 0 0 0 1 1 0
0 0 1 0 1 1
5:45 PM 0 0 0 0 0
0 0 1 2 0 0
0 5:30 PM 0 0 0 0 0 0 0 0
0 0 0 1 0 0
0 0 0 0 0 0 0 0 0
0 3
Peak Hour 1 0 0 1 2 0 0
Count Total 2 0 2 8 12 3 0 1 1 5 7 4
0 0 0 4 2 0 0
0 0
0 0
00 00
0 0
0 0
0 0
2 4
N
Sierra Madre Blvd
Lombardy Rd
Lombardy Rd
Sierra Madre
Blvd
Lombardy RdSierra Madre
Blvd
TEV: 1,904
PHF: 0.96
5 910
45 964
859
4 13
14 5
32 91
0 5
832
1 934
841
3 16
41 10
67 20
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Lombardy Rd Lombardy Rd Sierra Madre Blvd Sierra Madre Blvd 15-min
Total
Rolling
One Hour Eastbound Westbound
0 2 0 3 0
4:15 PM 0 0 0 0
0 0 0 0 0 1
TH RT
4:00 PM 0 0 0 0 0 0 0

UT LT TH RT UT LT
3 0
4:30 PM 0 0 1 0 0 0 0
0 0 0 0 0 0 1 0 0 0 2 0
0 0 0 0 0 0
0 0 0 2 0
4:45 PM 0 0 0 0
0 0 0 1 0 0
0 1 0 1 8
5:15 PM 0 0 0 1
0 0 0 0 0 0
2 10
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 2 0
1 6
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 0
0 0 0 0 4
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 2
0 7 0 12 0
Peak Hour 0 0 0 1
Count Total 0 0 1 1 0 0 0 0 0 0 2 0 1
4:00 PM 1 0
RT
2 0
Interval
Start
Lombardy Rd Lombardy Rd Sierra Madre Blvd Sierra Madre Blvd 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
5 5:00 PM
0 1 0 1
1 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 1 0 2
0 0
0 0 0
0 1
5:45 PM
0 0 0 0
2 5:30 PM
0 0 0 0 0 0 0
0 4
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 0
Peak Hour
Count Total 0 1
0 LT TH
0 0 0 0 0 0 0
0 1 0 0 5 0
0 0
0 0
0 0 1 0
0 0
0 1 0
1 LT TH
0 0 0 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 1 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
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
0 3
2 2
1 0
2 0
10 5
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.4% 0.95
TOTAL 0.5% 0.96
TH RT
WB 1.1% 0.87
NB 0.5% 0.89
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 0.0% 0.57

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

UT LT TH RT
Interval
Start
Robles Ave Robles Ave Sierra Madre Blvd Sierra Madre Blvd 15-min
Total

UT LT TH RT
0 10 4 25 0 1
0 116 0 304 0
7:15 AM 0 0 0 0
7:00 AM 0 0 0 0 0 1 2 17 0 3 165 0 0
0 200 0 487 0
7:45 AM 0 0 0 7
20 1 5 240 2 0
362 0
7:30 AM 0 0 0 4 0 12 3
180 3 0 0 139 0
511 1,664
8:00 AM 0 0 0 4 0 11 13
0 18 6 29 0 3 248 6 0 0 194 0
0 6 11 30 0 3
0 175 0 476 1,836
8:15 AM 0 0 0 2
24 0 2 243 4 0
0 178 0 529 2,048
8:45 AM 0 0 0 2
26 0 4 304 4 0
532 2,006
8:30 AM 0 0 0 3 0 4 6
290 3 0 1 185 1
0 5 6 24 0 2 237 4 0 1 130 0 411 1,948
Count Total 0 0 0 22 0 67 51 2 1,317 1 3,612 0
Peak
Hour
All 0 0 0
195 1 23 1,907 26 0
2 0 0 0 6 0 0 0 3 0 11 0
1 2,048 0
HV 0 0 0 0 0 0
16 0 39 36 109 0 12 1,085 17 0 1 732
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - - - 0% - 0% 6% 0% - 0% 1% 0% - 0% 0% 0% 1%
0 0
7:15 AM 0 0 2 3 5 0 0
0 0 0 0 0 0
West North South
7:00 AM 0 0 4 2 6 0
EB WB NB SB Total East
7:45 AM 0 0 2 1 3
0 0 0 0 1 1
1 7:30 AM 0 0 1 1 2 0 0 0
0 1 1 1 0 1
1 0
8:15 AM 0 2 1 1 4 0 0
0 0 0 0 0 0
0 1 0
8:00 AM 0 0 0 0 0 0
0 1 0 0 1 1
8:45 AM 0 0 2 0 2
0 0 0 2 0 0
0 8:30 AM 0 0 3 1 4 0 0 0
0 0 0 0 0 0
0 0 2 1 3 0 0 0 0
4 2
Peak Hour 0 2 6 3 11 0 1
Count Total 0 2 15 9 26 0 1 2 2 5 2 2
0 0 1 1 2 2 0
0 0
0 0
00 00
0 0
0 1
2 0
2 1
N
Sierra Madre Blvd
Robles Ave
Robles Ave
Sierra Madre
Blvd
Robles AveSierra Madre
Blvd
TEV: 2,048
PHF: 0.96
1 732
1 734
1,194
0 109
36 39
184
18 0
17 1,085
12 787
1,114
0 16
0 0
16 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Robles Ave Robles Ave Sierra Madre Blvd Sierra Madre Blvd 15-min
Total
Rolling
One Hour Eastbound Westbound
0 2 0 6 0
7:15 AM 0 0 0 0
0 0 0 4 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
5 0
7:30 AM 0 0 0 0 0 0 0
0 0 0 0 0 0 2 0 0 0 3 0
0 0 0 0 0 0
0 1 0 2 0
7:45 AM 0 0 0 0
0 0 0 1 0 0
0 0 0 0 10
8:15 AM 0 0 0 0
0 0 0 0 0 0
3 16
8:00 AM 0 0 0 0 0 0 0
2 0 0 0 1 0
4 9
8:30 AM 0 0 0 0 0 0 0
0 0 2 0 0 0 1 0 0 0 1 0
0 0 0 0 0 0
0 1 0 4 11
8:45 AM 0 0 0 0
0 0 0 3 0 0
1 1 0 0 0 0 2 10
0 9 0 26 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 2 0 0 0 14 1 0
7:00 AM 0 0
RT
11 0
Interval
Start
Robles Ave Robles Ave Sierra Madre Blvd Sierra Madre Blvd 15-min
Total
Rolling
One Hour
0 0 2 0 0 0 6 0 0 0 3 0

LT TH RT RT LT TH RT
2 8:00 AM
0 0 0 1
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 1 0 1
0 0
1 0 0
0 1
8:45 AM
0 0 0 0
1 8:30 AM
0 0 0 0 0 0 0
0 2
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 2 0 0 3 3
Peak Hour
Count Total 0 2
0 LT TH
0 0 0 0 0 0 1
0 2 0 0 5 0
0 0
0 1
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 0 0 0 1 0 0
0 0 0 1 0 0
0 0 0
0 0 0
0 0
0 0 0
0 0 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
2 2
0 6
0 3
3 0
16 6
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.2% 0.92
TOTAL 0.1% 0.94
TH RT
WB 0.0% 0.72
NB 0.0% 0.83
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.0% 0.56

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

UT LT TH RT
Interval
Start
Robles Ave Robles Ave Sierra Madre Blvd Sierra Madre Blvd 15-min
Total

UT LT TH RT
0 5 3 15 1 1
0 199 0 399 0
4:15 PM 0 0 0 1
4:00 PM 0 0 0 4 0 6 0 13 1 1 173 2 0
0 182 3 396 0
4:45 PM 0 0 0 2
9 0 1 187 8 0
395 0
4:30 PM 0 0 0 4 0 2 0
168 3 0 0 198 0
490 1,680
5:00 PM 0 0 0 8 0 4 4
0 3 1 14 0 2 228 8 0 0 232 0
0 5 6 22 0 1
0 250 2 463 1,744
5:15 PM 0 0 0 3
14 0 0 178 3 0
0 211 0 451 1,896
5:45 PM 0 0 0 4
18 0 2 207 1 0
492 1,841
5:30 PM 0 0 0 3 0 4 5
187 7 0 0 261 0
0 2 3 8 0 0 251 3 0 0 237 2 510 1,916
Count Total 0 0 0 29 0 31 22 0 1,770 7 3,596 0
Peak
Hour
All 0 0 0
113 2 8 1,579 35 0
0 0 0 0 0 0 0 0 2 0 2 0
4 1,916 0
HV 0 0 0 0 0 0
18 0 15 18 62 0 3 823 14 0 0 959
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - - - 0% - 0% 0% 0% - 0% 0% 0% - - 0% 0% 0%
0 0
4:15 PM 0 0 1 2 3 0 0
0 0 0 0 1 1
West North South
4:00 PM 0 0 0 2 2 0
EB WB NB SB Total East
4:45 PM 0 0 0 2 2
0 0 0 0 0 0
0 4:30 PM 0 0 1 0 1 0 0 0
0 1 1 0 2 0
0 0
5:15 PM 0 0 0 1 1 0 1
0 0 0 0 0 0
0 2 1
5:00 PM 0 0 0 1 1 0
1 0 0 1 2 3
5:45 PM 0 0 0 0 0
0 0 1 0 2 0
0 5:30 PM 0 0 0 0 0 0 0 0
0 0 1 1 0 2
0 0 0 0 0 0 0 0 0
6 1
Peak Hour 0 0 0 2 2 0 1
Count Total 0 0 2 8 10 1 1 0 2 4 6 3
0 0 1 2 0 4 0
0 0
0 0
00 00
0 0
1 0
4 0
0 2
N
Sierra Madre Blvd
Robles Ave
Robles Ave
Sierra Madre
Blvd
Robles AveSierra Madre
Blvd
TEV: 1,916
PHF: 0.94
4 959
0 963
885
0 62
18 15
95 14
0 14
823
3 992
840
0 18
0 0
18 25
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Robles Ave Robles Ave Sierra Madre Blvd Sierra Madre Blvd 15-min
Total
Rolling
One Hour Eastbound Westbound
0 2 0 2 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
3 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 2 0
0 0 0 0 0 0
0 0 0 1 0
4:45 PM 0 0 0 0
0 0 0 1 0 0
0 1 0 1 7
5:15 PM 0 0 0 0
0 0 0 0 0 0
2 8
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 2 0
1 5
5:30 PM 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 4
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 2
0 8 0 10 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 2 0 0
4:00 PM 0 0
RT
2 0
Interval
Start
Robles Ave Robles Ave Sierra Madre Blvd Sierra Madre Blvd 15-min
Total
Rolling
One Hour
0 0 0 0 0 0 0 0 0 0 2 0

LT TH RT RT LT TH RT
3 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 0 1 0 1
0 0
0 0 0
0 3
5:45 PM
0 0 0 0
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 1 0
0 0 0 0 0 0 0 0 1
Peak Hour
Count Total 0 1
0 LT TH
0 0 0 0 0 0 1
0 0 0 1 4 0
0 0
0 0
0 0 0 0
0 1
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 0 0 0 0 1 0
0 0 1 0 1 0
0 0 0
0 0 0
0 0
0 0 1
0 0 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
7 7
10 15
10 6
1 2
58 32
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.4% 0.93
TOTAL 0.8% 0.93
TH RT
WB 1.0% 0.91
NB 0.6% 0.98
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 0.9% 0.80

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

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total

UT LT TH RT
0 7 319 11 0 28
4 33 77 787 0
7:15 AM 4 77 85 3
7:00 AM 3 66 106 3 4 4 368 11 0 26 78 4 0
13 43 113 1,012 0
7:45 AM 3 127 289 13
16 0 27 105 6 0
791 0
7:30 AM 3 86 175 2 0 3 420
93 4 0 2 54 104
1,137 3,727
8:00 AM 2 92 184 11 1 4 357
1 7 298 16 0 36 125 3 0 18 70 131
2 3 351 20 0 30
23 56 112 1,013 3,953
8:15 AM 3 116 180 9
14 0 40 108 9 0
16 76 117 1,024 4,214
8:45 AM 3 82 195 6
15 0 29 127 9 0
1,040 4,202
8:30 AM 3 128 215 14 0 6 269
122 6 0 21 67 110
3 8 346 17 0 26 87 6 0 20 52 91 942 4,019
Count Total 24 774 1,429 61 11 42 2,728 117 451 855 7,746 0 Peak
Hour
All 11 463 868
120 0 242 845 47 0
12 0 0 1 3 0 0 0 1 2 32 0
470 4,214 0
HV 0 4 8 0 0 1
47 4 20 1,275 65 0 135 482 27 0 78 269
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 1% 1% 0% 0% 5% 1% 0% - 1% 1% 0% - 0% 0% 0% 1%
3 1
7:15 AM 4 3 2 3 12 0 0
0 0 0 0 2 1
West North South
7:00 AM 4 8 1 2 15 0
EB WB NB SB Total East
7:45 AM 4 3 0 0 7
0 0 3 2 3 2
3 7:30 AM 0 7 2 1 10 0 0 0
0 0 0 2 0 2
6 2
8:15 AM 3 2 1 2 8 0 1
0 0 0 0 0 2
3 8 1
8:00 AM 3 2 1 0 6 0
0 1 0 0 1 3
8:45 AM 2 6 0 2 10
0 0 0 0 1 0
1 8:30 AM 2 6 2 1 11 0 0 0
0 0 1 2 1 2
0 0 0 0 0 1 0 1 0
26 10
Peak Hour 12 13 4 3 32 0 2
Count Total 22 37 9 11 79 0 2 0 0 2 13 9
0 0 2 5 6 17 4
0 0
0 0
00 00
0 0
1 1
17 4
6 5
N
San Marino Ave
Huntington Dr
Huntington Dr
San Marino Ave
Huntington Dr San Marino Ave
TEV: 4,214
PHF: 0.93
470
269
78 817
1,010
0 65
1,275
20 1,364
977
4 27
135
482
336
644
0 47
868
463
1,389
1,891
11 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total
Rolling
One Hour Eastbound Westbound
0 1 1 15 0
7:15 AM 0 1 3 0
2 0 0 1 0 0
TH RT
7:00 AM 0 3 1 0 0 0 6

UT LT TH RT UT LT
12 0
7:30 AM 0 0 0 0 0 0 7
0 0 3 0 0 1 1 0 0 1 2 0
0 0 3 0 0 0
0 0 1 10 0
7:45 AM 0 2 2 0
0 0 0 2 0 0
0 0 0 6 35
8:15 AM 0 1 2 0
0 0 1 0 0 0
7 44
8:00 AM 0 1 2 0 0 0 2
0 0 0 0 0 0
8 31
8:30 AM 0 0 2 0 0 1 5
0 0 2 0 0 0 1 0 0 0 1 1
0 0 6 0 0 0
0 0 1 11 32
8:45 AM 0 1 1 0
0 0 0 2 0 0
0 0 0 0 1 1 10 35
1 5 5 79 0
Peak Hour 0 4 8 0
Count Total 0 9 13 0 0 1 34 2 0 2 7 0 0
7:00 AM 0 0
RT
32 0
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total
Rolling
One Hour
0 1 12 0 0 1 3 0 0 0 1 2

LT TH RT RT LT TH RT
1 8:00 AM
0 0 0 1
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 1 0
0 2
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
1 0 0
0 0 0 0 0 0 0 0 1
Peak Hour
Count Total 0 0
0 LT TH
0 0 0 0 0 0 2
0 0 0 0 2 0
0 0
0 0
0 0 0 0
0 0
0 0 0
0 LT TH
0 0 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 1 1 0
0 0 0
0 0 0
0 0
0 0 0
0 0 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
10 14
5 5
12 6
5 4
61 27
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.3% 0.90
TOTAL 0.4% 0.98
TH RT
WB 0.5% 0.97
NB 0.0% 0.88
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.6% 0.96

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

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total

UT LT TH RT
1 7 236 19 0 21
35 135 106 968 0
4:15 PM 1 66 333 18
4:00 PM 8 99 293 10 1 14 166 17 0 17 53 14 0
52 123 75 1,071 0
4:45 PM 7 109 320 14
10 0 12 60 9 0
1,063 0
4:30 PM 4 103 367 20 4 11 221
61 6 0 47 150 97
1,097 4,199
5:00 PM 2 89 375 17 1 8 223
2 11 227 16 0 17 65 14 0 63 136 96
1 11 254 12 0 11
48 144 116 1,131 4,362
5:15 PM 8 102 309 21
20 0 13 62 13 0
54 124 103 1,155 4,511
5:45 PM 7 114 360 14
15 0 12 75 22 0
1,128 4,427
5:30 PM 7 102 364 13 1 11 252
68 9 0 44 158 120
3 9 254 10 0 12 60 25 0 40 103 101 1,112 4,526
Count Total 44 784 2,721 127 14 82 1,833 383 1,073 814 8,725 0 Peak
Hour
All 24 407 1,408
119 0 115 504 112 0
5 0 0 0 0 0 0 1 0 3 20 0
440 4,526 0
HV 1 0 10 0 0 0
65 6 39 983 57 0 48 265 69 0 186 529
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 4% 0% 1% 0% 0% 0% 1% 0% - 0% 0% 0% - 1% 0% 1% 0%
6 1
4:15 PM 3 4 1 2 10 0 0
0 0 0 0 3 0
West North South
4:00 PM 5 4 1 1 11 0
EB WB NB SB Total East
4:45 PM 1 1 0 1 3
0 0 0 3 2 0
0 4:30 PM 3 3 0 2 8 0 0 0
0 0 0 2 3 9
4 2
5:15 PM 1 1 0 2 4 0 0
0 0 1 1 2 4
1 2 2
5:00 PM 4 0 0 2 6 0
0 0 1 1 2 0
5:45 PM 2 2 0 0 4
0 0 1 1 2 1
2 5:30 PM 4 2 0 0 6 0 0 0
0 0 0 2 1 1
0 1 0 0 1 1 0 1 2
27 10
Peak Hour 11 5 0 4 20 0 1
Count Total 23 17 2 10 52 0 1 1 2 4 11 13
0 1 2 6 6 8 7
0 0
0 0
10 00
0 0
1 0
8 7
6 6
N
San Marino Ave
Huntington Dr
Huntington Dr
San Marino Ave
Huntington Dr San Marino Ave
TEV: 4,526
PHF: 0.98
440
529
186
1,155
729
0 57
983
39 1,085
1,669
6 69
265
48 633
382
0 65
1,408
407
1,904
1,495
24 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total
Rolling
One Hour Eastbound Westbound
0 1 0 11 0
4:15 PM 0 1 2 0
0 0 0 0 1 0
TH RT
4:00 PM 0 1 3 1 0 0 4

UT LT TH RT UT LT
10 0
4:30 PM 0 0 3 0 0 1 2
1 0 3 0 0 0 1 0 0 1 0 1
0 0 1 0 0 0
2 0 0 8 0
4:45 PM 0 0 1 0
0 0 0 0 0 0
0 0 2 6 27
5:15 PM 0 0 1 0
0 0 0 0 0 0
3 32
5:00 PM 0 0 4 0 0 0 0
0 0 0 0 1 0
4 21
5:30 PM 0 0 4 0 0 0 2
0 0 1 0 0 0 0 0 0 1 0 1
0 0 2 0 0 0
0 0 0 6 19
5:45 PM 1 0 1 0
0 0 0 0 0 0
0 0 0 0 0 0 4 20
4 2 4 52 0
Peak Hour 1 0 10 0
Count Total 1 2 19 1 1 1 15 0 0 0 1 1 0
4:00 PM 0 0
RT
20 0
Interval
Start
Huntington Dr Huntington Dr San Marino Ave San Marino Ave 15-min
Total
Rolling
One Hour
0 0 5 0 0 0 0 0 0 1 0 3

LT TH RT RT LT TH RT
2 5:00 PM
0 1 0 2
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
0 3
5:45 PM
0 0 0 0
3 5:30 PM
0 0 0 0 0 0 0
1 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 1 2
Peak Hour
Count Total 0 2
0 LT TH
0 0 0 0 1 0 2
0 1 0 0 4 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 0 0 0 0 1 0
0 0 0 0 1 0
0 0 0
0 1 0
0 0
0 1 0
0 1 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
3 3
4 5
2 2
5 2
26 13
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.4% 0.91
TOTAL 0.5% 0.86
TH RT
WB 1.2% 0.88
NB 0.2% 0.94
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 0.0% 0.60

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

UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd San Marino Ave San Marino Ave
15-min
Total

UT LT TH RT
0 2 37 13 0 21
1 35 3 230 0
7:15 AM 0 7 11 5
7:00 AM 0 9 8 9 0 4 42 4 0 23 91 1 0
2 42 14 360 0
7:45 AM 0 15 76 15
17 0 31 89 21 0
245 0
7:30 AM 0 13 30 11 0 5 85
94 1 0 0 53 1
436 1,271
8:00 AM 0 12 28 8 0 10 73
0 10 94 18 0 25 81 28 0 2 63 9
0 7 75 20 0 19
2 57 7 359 1,400
8:15 AM 0 17 18 12
15 0 24 105 18 0
3 70 10 349 1,492
8:45 AM 0 11 11 10
22 0 17 121 11 0
348 1,503
8:30 AM 0 18 17 8 0 9 43
97 13 0 2 61 7
0 8 49 8 0 16 99 8 0 2 64 4 290 1,346
Count Total 0 102 199 78 0 55 498 14 445 55 2,617 0
Peak
Hour
All 0 57 152
117 0 176 777 101 0
2 3 0 1 0 0 0 1 0 0 7 0
37 1,503 0
HV 0 0 0 0 0 0
46 0 32 327 70 0 99 372 80 0 8 223
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 0% - 0% 1% 4% - 1% 0% 0% - 13% 0% 0% 0%
0 0
7:15 AM 0 2 0 2 4 0 0
0 0 0 0 3 0
West North South
7:00 AM 0 1 1 1 3 0
EB WB NB SB Total East
7:45 AM 0 0 1 1 2
0 0 2 0 1 1
1 7:30 AM 0 3 0 0 3 0 0 0
0 0 0 1 0 1
1 0
8:15 AM 0 1 0 0 1 0 1
0 0 0 0 0 1
1 2 0
8:00 AM 0 1 0 0 1 0
3 1 0 0 4 2
8:45 AM 0 0 1 1 2
0 0 3 0 1 1
0 8:30 AM 0 1 0 2 3 0 0 0
0 0 1 0 0 2
0 0 0 0 0 2 0 0 0
8 3
Peak Hour 0 5 1 1 7 3 2
Count Total 0 9 3 7 19 3 2 0 0 5 13 2
0 0 5 4 2 6 1
0 3
0 0
00 00
0 1
1 0
6 1
2 4
N
San Marino Ave
Lorain Rd
Lorain Rd
San Marino Ave
Lorain Rd
San Marino Ave
TEV: 1,503
PHF: 0.86
37 223
8 268
499
0 70
327
32 429
240
0 80
372
99 301
551
0 46
152
57 255
463
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd San Marino Ave San Marino Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
0 1 0 3 0
7:15 AM 0 0 0 0
0 0 0 1 0 0
TH RT
7:00 AM 0 0 0 0 0 0 1

UT LT TH RT UT LT
4 0
7:30 AM 0 0 0 0 0 0 1
0 0 1 1 0 0 0 0 0 0 2 0
0 0 0 0 0 1
0 0 0 3 0
7:45 AM 0 0 0 0
2 0 0 0 0 0
0 0 0 1 10
8:15 AM 0 0 0 0
0 0 0 0 0 0
2 12
8:00 AM 0 0 0 0 0 0 1
0 0 0 1 0 0
1 7
8:30 AM 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 1 1 3 7
8:45 AM 0 0 0 0
1 0 0 0 0 0
1 0 0 0 1 0 2 7
1 5 1 19 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 4 5 0 1 2 0 0
7:00 AM 0 0
RT
7 0
Interval
Start
Lorain Rd Lorain Rd San Marino Ave San Marino Ave
15-min
Total
Rolling
One Hour
0 0 2 3 0 1 0 0 0 1 0 0

LT TH RT RT LT TH RT
4 8:00 AM
0 0 0 4
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 1 0
0 5
8:45 AM
0 0 0 0
5 8:30 AM
0 0 0 0 0 0 1
0 4
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 1
0 0 0 0 0 0 0 0 1
Peak Hour
Count Total 0 0
0 LT TH
0 0 0 0 0 0 5
0 0 0 0 5 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
3 0 0
0 0
0 0 0
0 0 0
0 0 3 0 0 1 1
0 3 0 0 1 1
0 0 0
0 0 0
0 0
0 0 0
0 0 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
6 7
0 3
7 2
1 0
26 10
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.97
TOTAL 0.1% 0.96
TH RT
WB 0.0% 0.81
NB 0.0% 0.90
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.4% 0.94

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

UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd San Marino Ave San Marino Ave
15-min
Total

UT LT TH RT
0 6 28 3 0 11
5 126 8 331 0
4:15 PM 0 3 42 43
4:00 PM 0 10 42 30 0 8 28 5 0 7 59 3 0
3 130 10 372 0
4:45 PM 0 6 49 48
4 0 9 69 5 0
350 0
4:30 PM 0 11 44 43 0 7 37
64 10 0 2 127 11
388 1,441
5:00 PM 0 8 69 42 0 16 38
0 13 35 6 0 16 78 8 0 2 119 8
0 24 46 4 0 9
2 107 3 370 1,480
5:15 PM 0 8 58 55
2 0 6 65 12 0
1 106 14 410 1,560
5:45 PM 0 14 72 50
4 0 13 75 9 0
392 1,522
5:30 PM 0 12 70 53 0 20 33
58 7 0 1 115 7
0 15 34 3 0 9 82 5 0 6 108 10 408 1,580
Count Total 0 72 446 364 0 109 279 22 938 71 3,021 0
Peak
Hour
All 0 42 269
31 0 80 550 59 0
0 0 0 0 0 0 0 0 0 0 2 0
34 1,580 0
HV 0 0 1 1 0 0
200 0 75 151 13 0 37 280 33 0 10 436
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 1% - 0% 0% 0% - 0% 0% 0% - 0% 0% 0% 0%
1 2
4:15 PM 0 0 0 1 1 0 1
0 0 0 1 2 1
West North South
4:00 PM 0 0 0 1 1 1
EB WB NB SB Total East
4:45 PM 1 0 0 1 2
0 1 0 0 0 0
3 4:30 PM 1 0 0 0 1 0 1 0
0 1 2 0 2 2
0 1
5:15 PM 0 0 0 0 0 0 0
0 0 1 2 4 2
1 0 0
5:00 PM 0 0 0 0 0 1
0 0 0 2 2 2
5:45 PM 1 0 0 0 1
0 0 0 0 0 1
1 5:30 PM 1 0 0 0 1 0 0 0
0 0 0 1 0 0
0 0 0 1 1 0 0 0 0
3 8
Peak Hour 2 0 0 0 2 1 0
Count Total 4 0 0 3 7 2 2 0 5 9 9 6
0 2 3 5 2 0 3
1 0
0 0
20 00
0 0
0 0
0 3
2 5
N
San Marino Ave
Lorain Rd
Lorain Rd
San Marino Ave
Lorain Rd
San Marino Ave
TEV: 1,580
PHF: 0.96
34 436
10 480
335
0 13
151
75 239
312
0 33
280
37 711
350
0 200
269
42 511
222
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd San Marino Ave San Marino Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
0 1 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
1 0
4:30 PM 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 0 1 0
4:45 PM 0 0 0 1
0 0 0 0 0 0
0 0 0 0 4
5:15 PM 0 0 0 0
0 0 0 0 0 0
2 5
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
0 3
5:30 PM 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 1 3
5:45 PM 0 0 0 1
0 0 0 0 0 0
0 0 0 0 0 0 1 2
0 3 0 7 0
Peak Hour 0 0 1 1
Count Total 0 0 1 3 0 0 0 0 0 0 0 0 0
4:00 PM 1 0
RT
2 0
Interval
Start
Lorain Rd Lorain Rd San Marino Ave San Marino 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
6 5:00 PM
0 0 0 2
1 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 1 0 2
1 0
0 0 0
0 4
5:45 PM
0 0 0 0
5 5:30 PM
0 0 0 0 0 0 0
2 7
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 1 3
Peak Hour
Count Total 0 5
0 LT TH
0 0 0 0 2 0 3
0 0 0 0 9 0
0 0
0 1
0 1 0 0
1 0
0 0 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 0
0 0
0 0 0
0 1 0
0 0 0 1 0 0 0
0 1 1 0 2 0
0 0 0
0 0 0
0 0
0 2 0
0 1 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
1 1
1 1
0 2
1 2
9 4
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.50
TOTAL 0.9% 0.90
TH RT
WB 1.1% 0.90
NB 0.0% 0.85
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 0.7% 0.85

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

UT LT TH RT
Interval
Start
California Blvd California Blvd Winston Ave Winston Ave 15-min
Total

UT LT TH RT
0 0 151 0 0 1
0 0 1 168 0
7:15 AM 0 1 36 1
7:00 AM 0 0 22 2 0 1 137 0 0 1 3 1 0
0 4 1 216 0
7:45 AM 0 1 72 11
2 0 2 3 2 0
201 0
7:30 AM 0 1 39 5 0 3 154
2 7 0 0 0 2
279 864
8:00 AM 0 0 68 3 0 0 165
0 1 180 2 0 1 2 8 0 0 1 0
0 2 162 0 0 3
0 0 1 251 947
8:15 AM 0 1 70 5
1 0 1 5 7 0
0 3 1 223 1,007
8:45 AM 0 0 56 6
0 0 3 5 7 0
254 1,000
8:30 AM 0 0 51 5 0 1 147
7 2 0 0 1 1
0 0 159 1 0 4 7 7 0 0 0 0 240 968
Count Total 0 4 414 38 0 8 1,255 0 9 7 1,832 0
Peak
Hour
All 0 2 261
6 0 16 34 41 0
7 0 0 0 0 0 0 0 0 0 9 0
3 1,007 0
HV 0 0 2 0 0 0
24 0 4 654 3 0 8 19 24 0 0 5
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 1% 0% - 0% 1% 0% - 0% 0% 0% - - 0% 0% 1%
0 0
7:15 AM 2 3 0 0 5 0 1
0 0 0 0 1 0
West North South
7:00 AM 1 2 0 0 3 0
EB WB NB SB Total East
7:45 AM 1 5 0 0 6
0 1 1 0 0 0
0 7:30 AM 1 1 1 0 3 0 1 0
0 0 1 1 0 0
0 0
8:15 AM 0 0 0 0 0 0 0
0 1 0 1 0 0
0 0 0
8:00 AM 0 1 0 0 1 0
2 2 0 0 4 1
8:45 AM 1 1 0 0 2
0 2 0 1 0 0
1 8:30 AM 1 1 0 0 2 0 2 0
0 2 2 1 0 0
1 1 0 0 2 1 0 1 0
1 1
Peak Hour 2 7 0 0 9 2 4
Count Total 7 14 1 0 22 3 7 1 2 13 6 1
1 2 9 2 1 0 1
0 2
0 2
00 01
0 0
4 0
0 1
1 2
N
Winston Ave
California Blvd
California Blvd
Winston Ave
California Blvd
Winston Ave
TEV: 1,007
PHF: 0.9
3 5
0 8
24 0
3 654
4 661
285
0 19
24 8
33 51
0 24
261
2 287
665
0 Project Manager: (415) 310-6469 [email protected]

Page 266 of 506 ends

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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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
California Blvd California Blvd Winston Ave Winston Ave 15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 3 0
7:15 AM 0 1 1 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 1 0 0 0 2

UT LT TH RT UT LT
5 0
7:30 AM 0 0 1 0 0 0 1
0 0 3 0 0 0 0 0 0 0 0 0
0 0 5 0 0 0
0 0 0 3 0
7:45 AM 0 0 1 0
0 0 0 0 1 0
0 0 0 1 15
8:15 AM 0 0 0 0
0 0 0 0 0 0
6 17
8:00 AM 0 0 0 0 0 0 1
0 0 0 0 0 0
0 10
8:30 AM 0 0 1 0 0 0 1
0 0 0 0 0 0 0 0 0 0 0 0
0 0 1 0 0 0
0 0 0 2 9
8:45 AM 0 0 1 0
0 0 0 0 0 0
0 0 0 0 0 0 2 5
0 0 0 22 0
Peak Hour 0 0 2 0
Count Total 0 1 6 0 0 0 14 0 0 0 0 1 0
7:00 AM 0 0
RT
9 0
Interval
Start
California Blvd California Blvd Winston Ave Winston Ave 15-min
Total
Rolling
One Hour
0 0 7 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
6 8:00 AM
0 0 0 4
1 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 1
1 0
0 2 0
2 9
8:45 AM
0 0 0 0
8 8:30 AM
0 0 0 0 0 2 2
1 7
8:15 AM
0 1 0
0 0 0
0 0 0
0 0 0
0 1 0 0 0 0 0 2 7
Peak Hour
Count Total 0 0
0 LT TH
0 1 0 0 0 2 9
0 1 0 2 13 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
2 0 0
0 0
0 0 0
0 1 0
0 0 2 0 0 4 0
0 3 0 0 7 0
0 2 0
0 1 0
0 0
0 0 0
0 0 0
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
0 2
1 5
4 4
0 2
18 12
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.57
TOTAL 0.5% 0.96
TH RT
WB 0.0% 0.87
NB 0.0% 0.85
Peak Hour: 4:15 PM 5:15 PM
HV %: PHF
EB 0.8% 0.96

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

UT LT TH RT
Interval
Start
California Blvd California Blvd Winston Ave Winston Ave 15-min
Total

UT LT TH RT
0 6 83 0 0 3
0 7 1 237 0
4:15 PM 1 1 150 13
4:00 PM 0 0 137 8 0 1 69 1 0 4 4 5 0
0 8 1 280 0
4:45 PM 0 2 155 17
0 0 3 2 3 0
271 0
4:30 PM 0 2 158 10 0 4 89
2 5 0 0 6 1
259 1,047
5:00 PM 0 1 140 16 0 8 64
0 4 64 0 0 5 3 3 0 0 6 0
0 4 72 1 0 6
0 15 2 260 1,070
5:15 PM 0 0 162 13
2 0 2 5 5 0
0 5 2 238 1,026
5:45 PM 0 0 149 12
1 0 3 2 4 0
269 1,068
5:30 PM 0 0 152 7 0 4 58
3 3 0 1 2 2
0 4 68 1 0 3 1 8 0 1 6 0 253 1,020
Count Total 1 6 1,203 96 0 35 567 2 55 9 2,067 0
Peak
Hour
All 1 6 603
6 0 29 22 36 0
0 0 0 0 0 0 0 0 0 0 5 0
4 1,070 0
HV 0 0 5 0 0 0
56 0 22 300 2 0 13 12 16 0 0 35
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 0% 1% 0% - 0% 0% 0% - 0% 0% 0% - - 0% 0% 0%
0 0
4:15 PM 3 0 0 0 3 0 0
0 0 0 0 0 0
West North South
4:00 PM 1 0 0 0 1 0
EB WB NB SB Total East
4:45 PM 1 0 0 0 1
0 2 0 0 1 0
1 4:30 PM 0 0 0 0 0 2 0 0
0 1 1 1 0 0
0 0
5:15 PM 1 0 0 0 1 1 0
0 0 0 0 3 1
0 0 0
5:00 PM 1 0 0 0 1 0
1 0 0 0 1 5
5:45 PM 1 1 0 0 2
0 0 0 0 0 0
2 5:30 PM 0 0 0 0 0 0 0 0
1 0 2 0 2 0
0 0 0 0 0 1 0 0 1
1 4
Peak Hour 5 0 0 0 5 3 0
Count Total 8 1 0 0 9 4 0 1 1 6 10 3
0 1 4 9 1 1 1
0 3
0 0
10 00
0 0
0 0
1 1
1 9
N
Winston Ave
California Blvd
California Blvd
Winston Ave
California Blvd
Winston Ave
TEV: 1,070
PHF: 0.96
4 35
0 39
20 0
2 300
22 324
619
0 13
12 16
113
41 0
56 603
6 666
318
1 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
California Blvd California Blvd Winston Ave Winston Ave 15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 1 0
4:15 PM 0 0 3 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 1 0 0 0 0

UT LT TH RT UT LT
3 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 0
0 0 0 0 0
4:45 PM 0 0 1 0
0 0 0 0 0 0
0 0 0 1 5
5:15 PM 0 0 1 0
0 0 0 0 0 0
1 5
5:00 PM 0 0 1 0 0 0 0
0 0 0 0 0 0
1 3
5:30 PM 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 3
5:45 PM 0 0 1 0
0 0 0 0 0 0
0 0 0 0 0 0 2 4
0 0 0 9 0
Peak Hour 0 0 5 0
Count Total 0 0 8 0 0 0 1 0 0 0 0 0 0
4:00 PM 0 0
RT
5 0
Interval
Start
California Blvd California Blvd Winston Ave Winston 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
4 5:00 PM
0 0 0 1
2 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 1 0 1
0 0
0 0 0
0 3
5:45 PM
0 0 0 0
5 5:30 PM
1 0 0 0 0 0 2
0 4
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 2
Peak Hour
Count Total 0 1
0 LT TH
0 0 0 0 1 0 4
1 0 0 0 6 0
0 0
0 0
0 0 0 0
0 0
0 0 0
2 LT TH
0 0 0 0 0 0 0 0
1 0 0
0 0
0 0 0
0 0 0
0 0 3 0 0 0 0
0 4 0 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
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
2 3
6 10
4 4
3 3
35 21
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 3.6% 0.57
TOTAL 0.9% 0.81
TH RT
WB 1.1% 0.54
NB 0.3% 0.84
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 0.0% 0.64

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

UT LT TH RT
Interval
Start
Robles Ave Robles Ave Winston Ave Winston Ave
15-min
Total

UT LT TH RT
0 7 6 1 0 29
0 5 1 47 0
7:15 AM 0 0 1 0
7:00 AM 0 0 1 1 0 4 0 0 0 17 10 8 0
0 9 2 90 0
7:45 AM 0 1 6 0
0 0 25 11 11 0
67 0
7:30 AM 0 0 3 1 0 17 11
6 12 0 0 4 1
141 345
8:00 AM 0 1 1 2 0 10 7
0 22 19 1 0 35 19 14 0 2 20 2
0 10 7 0 0 36
0 6 2 116 414
8:15 AM 0 0 2 1
0 0 36 31 20 0
1 6 1 97 455
8:45 AM 0 0 2 2
0 0 35 15 21 0
101 448
8:30 AM 0 0 2 2 0 11 3
16 14 0 0 12 3
0 11 5 0 0 26 12 23 0 0 11 1 93 407
Count Total 0 2 18 9 0 92 58 3 73 13 752 0
Peak
Hour
All 0 2 11
2 0 239 120 123 0
0 0 0 0 0 1 0 0 0 2 4 0
8 455 0
HV 0 0 0 0 0 1
5 0 53 36 1 0 142 81 69 0 3 44
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 0% - 2% 0% 0% - 0% 0% 1% - 0% 0% 25% 1%
1 0
7:15 AM 0 0 1 0 1 0 1
0 0 0 0 1 0
West North South
7:00 AM 0 0 0 0 0 0
EB WB NB SB Total East
7:45 AM 0 1 0 0 1
0 1 3 1 2 0
1 7:30 AM 0 0 1 0 1 0 1 0
0 0 1 2 0 0
0 0
8:15 AM 0 0 0 2 2 0 0
0 1 1 2 3 1
1 2 2
8:00 AM 0 0 0 0 0 0
0 0 0 1 1 5
8:45 AM 0 0 0 0 0
0 0 3 0 0 0
0 8:30 AM 0 0 1 0 1 0 0 0
0 0 0 4 0 0
0 0 0 0 0 1 1 1 0
6 3
Peak Hour 0 1 1 2 4 0 0
Count Total 0 1 3 2 6 0 2 1 2 5 22 4
1 2 3 15 2 2 2
0 0
0 0
11 00
1 0
0 0
2 2
2 15
N
Winston Ave
Robles Ave
Robles Ave
Winston Ave
Robles Ave Winston Ave
TEV: 455
PHF: 0.81
8 44
3 55
84 0
1 36
53 90
83 0
81 69
142
102
292
0 5
11 2
18 186
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Robles Ave Robles Ave Winston Ave Winston Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
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
1 0
7:30 AM 0 0 0 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 1 0
7:45 AM 0 0 0 0
0 0 0 0 1 0
0 0 0 0 3
8:15 AM 0 0 0 0
0 0 0 0 0 0
1 3
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
2 4
8:30 AM 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 1 4
8:45 AM 0 0 0 0
0 0 0 0 1 0
0 0 0 0 0 0 0 3
0 0 2 6 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 1 0 0 0 1 0 2 0
7:00 AM 0 0
RT
4 0
Interval
Start
Robles Ave Robles Ave Winston Ave Winston Ave
15-min
Total
Rolling
One Hour
0 1 0 0 0 0 0 1 0 0 0 2

LT TH RT RT LT TH RT
3 8:00 AM
0 0 0 1
1 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 1
1 0
0 0 0
0 3
8:45 AM
0 0 0 0
4 8:30 AM
0 0 0 0 0 0 0
2 5
8:15 AM
0 0 1
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 2
Peak Hour
Count Total 1 1
0 LT TH
0 0 1 1 1 0 3
0 0 1 0 5 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
1 0 0
0 0 0 0 0 0 0
0 0 0 1 1 0
0 0 0
0 0 0
0 0
0 1 0
1 0 0
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
2 0
4 5
2 10
6 8
37 21
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.72
TOTAL 0.0% 0.83
TH RT
WB 0.0% 0.96
NB 0.0% 0.70
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 0.0% 0.81

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

UT LT TH RT
Interval
Start
Robles Ave Robles Ave Winston Ave Winston Ave
15-min
Total

UT LT TH RT
0 27 6 1 0 16
0 35 0 103 0
4:15 PM 0 1 1 1
4:00 PM 0 0 1 1 0 22 6 0 0 13 12 13 0
0 41 0 114 0
4:45 PM 0 1 5 1
0 0 8 7 10 0
119 0
4:30 PM 0 0 3 5 0 36 4
11 14 0 0 40 1
115 451
5:00 PM 0 0 4 0 0 35 5
0 32 4 1 0 11 9 10 0 2 37 2
0 32 5 0 0 26
0 58 0 157 505
5:15 PM 0 0 4 3
0 0 21 16 18 0
0 29 1 111 516
5:45 PM 0 1 3 1
0 0 20 15 13 0
133 519
5:30 PM 0 0 2 1 0 25 5
19 16 0 1 27 0
0 23 1 1 0 11 9 18 0 0 36 0 104 505
Count Total 0 3 23 13 0 232 36 3 303 4 956 0
Peak
Hour
All 0 1 16
3 0 126 98 112 0
0 0 0 0 0 0 0 0 0 0 0 0
2 519 0
HV 0 0 0 0 0 0
9 0 135 18 1 0 66 51 54 0 3 163
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 0% - 0% 0% 0% - 0% 0% 0% - 0% 0% 0% 0%
0 0
4:15 PM 0 0 0 1 1 0 0
0 0 0 0 1 1
West North South
4:00 PM 0 0 0 0 0 0
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
1 1 1 1 2 0
0 4:30 PM 0 0 0 0 0 0 0 0
0 1 1 0 0 0
1 0
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 1 0
1 2 1
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 1
5:45 PM 0 0 0 0 0
0 0 5 1 0 0
1 5:30 PM 0 0 0 0 0 0 0 0
1 0 1 7 0 2
0 0 0 0 0 6 0 2 0
9 2
Peak Hour 0 0 0 0 0 0 0
Count Total 0 0 0 1 1 0 0 1 2 3 22 4
1 1 2 10 2 7 2
0 0
0 0
10 00
1 0
0 0
7 2
2 10
N
Winston Ave
Robles Ave
Robles Ave
Winston Ave
Robles Ave Winston Ave
TEV: 519
PHF: 0.83
2 163
3 168
53 0
1 18
135
154
73 0
66 51
54 307
171
0 9
16 1
26 86
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Robles Ave Robles Ave Winston Ave Winston Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
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
1 0
4:30 PM 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
4:45 PM 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 1
5:00 PM 0 0 0 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 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 0 0
0 1 0 1 0
Peak Hour 0 0 0 0
Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0
4:00 PM 0 0
RT
0 0
Interval
Start
Robles Ave Robles Ave Winston Ave Winston 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
2 5:00 PM
0 0 0 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 1 0 1
0 0
0 0 0
0 1
5:45 PM
0 0 0 0
2 5:30 PM
0 0 1 0 0 0 1
0 2
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 1
Peak Hour
Count Total 0 2
0 LT TH
0 0 1 0 1 0 2
0 0 1 0 3 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 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
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
2 7
14 45
5 6
3 5
87 70
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 1.2% 0.61
TOTAL 0.9% 0.87
TH RT
WB 0.9% 0.95
NB 0.4% 0.91
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 1.1% 0.79

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

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Del Mar Ave Winston Ave
15-min
Total

UT LT TH RT
2 10 336 10 0 15
4 6 2 586 0
7:15 AM 0 8 72 2
7:00 AM 0 3 109 9 8 5 350 13 0 15 58 4 0
7 14 4 766 0
7:45 AM 3 30 257 13
22 0 19 103 17 0
538 0
7:30 AM 0 14 166 10 8 8 374
56 11 0 1 14 1
938 2,828
8:00 AM 1 22 221 13 11 20 329
34 15 312 49 0 19 115 21 0 16 28 26
3 13 315 18 0 19
17 18 5 810 3,052
8:15 AM 4 3 195 9
32 0 17 85 19 0
7 17 8 733 3,225
8:45 AM 2 6 169 21
25 0 12 124 17 0
744 3,258
8:30 AM 2 7 196 11 0 7 300
101 27 0 15 19 3
1 15 333 18 0 19 99 8 0 14 22 5 732 3,019
Count Total 12 93 1,385 88 67 93 2,649 81 138 54 5,847 0 Peak
Hour
All 8 69 839
187 0 135 741 124 0
12 1 0 0 1 1 0 1 1 0 29 0
38 3,258 0
HV 0 0 10 1 1 0
45 56 56 1,330 121 0 74 404 84 0 55 79
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 0% 1% 2% 2% 0% 1% 1% - 0% 0% 1% - 2% 1% 0% 1%
0 2
7:15 AM 2 5 1 1 9 3 0
0 1 0 2 0 0
West North South
7:00 AM 0 8 1 0 9 1
EB WB NB SB Total East
7:45 AM 2 3 0 0 5
0 0 8 0 0 6
3 7:30 AM 4 4 2 0 10 0 0 0
2 0 5 2 0 2
1 0
8:15 AM 3 5 0 0 8 0 0
0 3 0 4 4 0
2 13 6
8:00 AM 2 2 0 2 6 1
1 0 5 0 6 24
8:45 AM 0 6 1 0 7
0 0 1 0 0 2
1 8:30 AM 3 3 1 0 7 0 0 0
0 0 0 1 3 1
0 0 1 0 1 3 0 1 1
18 21
Peak Hour 11 14 2 2 29 2 0
Count Total 16 36 6 3 61 6 0 12 0 18 43 5
8 0 10 37 5 15 13
0 1
1 0
00 08
0 0
0 0
15 13
5 37
N
Del Mar Ave
Huntington Dr
Huntington Dr
Del Mar Ave
Huntington Dr Winston Ave
TEV: 3,258
PHF: 0.87
38 79
55 172
594
0 121
1,330
56 1,563
1,034
56 84
404
74 180
562
0 45
839
69 961
1,450
8 Project Manager: (415) 310-6469 [email protected]

Page 274 of 506 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Del Mar Ave Winston Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 9 0
7:15 AM 0 0 1 1
0 0 0 1 0 0
TH RT
7:00 AM 0 0 0 0 0 0 8

UT LT TH RT UT LT
9 0
7:30 AM 0 0 4 0 0 0 4
0 0 5 0 0 0 1 0 0 0 1 0
0 0 2 1 0 0
0 0 0 10 0
7:45 AM 0 0 2 0
0 0 0 1 1 0
1 1 0 6 30
8:15 AM 0 0 2 1
0 0 0 0 0 0
5 33
8:00 AM 0 0 2 0 1 0 1
0 0 0 0 0 0
8 29
8:30 AM 0 0 3 0 0 0 3
0 0 5 0 0 0 0 0 0 0 0 0
0 0 6 0 0 0
0 0 0 7 26
8:45 AM 0 0 0 0
0 0 0 1 0 0
1 0 0 0 0 0 7 28
1 2 0 61 0
Peak Hour 0 0 10 1
Count Total 0 0 14 2 1 0 34 1 0 0 5 1 0
7:00 AM 2 0
RT
29 0
Interval
Start
Huntington Dr Huntington Dr Del Mar Ave Winston Ave
15-min
Total
Rolling
One Hour
1 0 12 1 0 0 1 1 0 1 1 0

LT TH RT RT LT TH RT
13 8:00 AM
0 5 0 6
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 2 0 0 0 0 5
0 0
0 0 0
0 10
8:45 AM
0 0 0 0
10 8:30 AM
0 0 0 0 0 0 0
4 15
8:15 AM
0 3 0
0 0 0
0 0 0
0 0 0
0 0 0 0 1 0 0 1 5
Peak Hour
Count Total 0 0
0 LT TH
0 8 0 0 0 0 10
0 12 0 0 18 0
0 0
0 0
0 1 0 0
0 0
0 3 0
0 LT TH
0 0 0 1 0 0 0 0
0 0 1
1 0
0 0 0
0 0 0
0 1 1 0 0 0 0
1 5 0 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 0 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
1 3
8 7
6 6
2 0
33 14
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.70
TOTAL 0.5% 0.97
TH RT
WB 0.6% 0.95
NB 0.0% 0.78
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.7% 0.97

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

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Del Mar Ave Winston Ave
15-min
Total

UT LT TH RT
2 15 190 10 0 16
23 56 10 789 0
4:15 PM 5 2 369 18
4:00 PM 4 11 347 17 5 18 219 15 0 7 41 16 0
24 65 6 823 0
4:45 PM 1 9 375 19
9 0 16 31 20 0
771 0
4:30 PM 5 8 391 20 4 16 208
45 16 0 22 52 9
793 3,176
5:00 PM 2 11 389 16 13 20 215
2 22 180 9 0 15 52 15 0 20 63 11
16 23 217 22 0 15
28 89 15 892 3,279
5:15 PM 1 9 387 23
15 0 11 40 28 0
30 48 5 855 3,426
5:45 PM 2 13 399 19
17 0 7 35 13 1
886 3,394
5:30 PM 1 11 407 24 11 21 224
52 33 0 25 54 9
7 24 198 11 0 0 42 34 0 20 39 4 812 3,445
Count Total 21 74 3,064 156 60 159 1,651 192 466 69 6,621 0 Peak
Hour
All 6 44 1,582
108 0 87 338 175 1
6 0 0 0 0 0 0 0 0 0 18 0
33 3,445 0
HV 0 0 12 0 0 0
82 47 88 854 65 0 33 169 108 1 103 230
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 0% 1% 0% 0% 0% 1% 0% - 0% 0% 0% 0% 0% 0% 0% 1%
0 1
4:15 PM 4 1 0 1 6 1 0
0 0 0 1 0 0
West North South
4:00 PM 4 3 1 2 10 1
EB WB NB SB Total East
4:45 PM 1 2 0 0 3
0 0 3 0 1 4
0 4:30 PM 7 1 0 0 8 0 0 0
0 2 3 2 0 1
1 1
5:15 PM 2 2 0 0 4 1 0
0 0 0 1 1 3
0 0 4
5:00 PM 4 1 0 0 5 1
0 0 1 1 2 3
5:45 PM 1 2 0 0 3
0 0 1 0 0 1
4 5:30 PM 5 1 0 0 6 0 0 0
0 0 1 2 0 0
1 0 0 0 1 0 0 0 0
3 15
Peak Hour 12 6 0 0 18 3 0
Count Total 28 13 1 3 45 5 0 1 3 9 12 3
0 0 3 4 3 1 6
0 3
0 0
00 00
0 0
0 0
1 6
3 4
N
Del Mar Ave
Huntington Dr
Huntington Dr
Del Mar Ave
Huntington Dr Winston Ave
TEV: 3,445
PHF: 0.97
33 230
103
367
279
1 65
854
88 1,054
1,840
47 169
108
33 400
310
0 82
1,582
44 1,714
926
6 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Del Mar Ave Winston Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 2 10 0
4:15 PM 0 0 4 0
1 0 0 0 1 0
TH RT
4:00 PM 0 0 4 0 0 0 2

UT LT TH RT UT LT
6 0
4:30 PM 0 0 6 1 0 0 1
0 0 1 0 0 0 0 0 0 1 0 0
0 0 1 1 0 0
0 0 0 8 0
4:45 PM 0 0 1 0
0 0 0 0 0 0
0 0 0 5 22
5:15 PM 0 0 2 0
0 0 0 0 0 0
3 27
5:00 PM 0 0 4 0 0 0 1
0 0 0 0 0 0
4 20
5:30 PM 0 0 5 0 0 0 1
0 0 2 0 0 0 0 0 0 0 0 0
0 0 2 0 0 0
0 0 0 6 18
5:45 PM 0 0 1 0
0 0 0 0 0 0
0 0 0 0 0 0 3 18
1 0 2 45 0
Peak Hour 0 0 12 0
Count Total 0 0 27 1 0 0 11 2 0 0 0 1 0
4:00 PM 1 0
RT
18 0
Interval
Start
Huntington Dr Huntington Dr Del Mar Ave Winston Ave
15-min
Total
Rolling
One Hour
0 0 6 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
6 5:00 PM
0 1 0 2
0 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 2 0 3
0 0
0 0 0
0 4
5:45 PM
0 0 0 0
4 5:30 PM
0 0 0 0 0 0 1
1 6
5:15 PM
0 0 0
0 1 0
0 0 0
0 0 0
0 1 0 0 0 0 0 1 3
Peak Hour
Count Total 0 3
0 LT TH
0 0 0 0 0 0 3
0 1 0 0 9 0
0 0
0 0
0 0 1 0
0 0
0 1 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 1
0 0
0 0 0
0 0 0
0 0 3 0 0 0 0
0 4 1 0 0 0
0 0 0
0 0 0
0 0
0 1 0
0 0 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
2 4
6 6
0 0
4 0
22 12
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.5% 0.81
TOTAL 0.5% 0.83
TH RT
WB 0.4% 0.85
NB 0.6% 0.95
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 0.5% 0.52

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

UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd Del Mar Ave Del Mar Ave
15-min
Total

UT LT TH RT
0 5 47 6 0 4
5 15 1 163 0
7:15 AM 0 2 2 9
7:00 AM 0 1 3 7 0 3 37 7 0 10 71 3 0
3 31 3 317 0
7:45 AM 0 28 5 59
27 0 11 109 11 0
171 0
7:30 AM 0 14 3 17 0 3 85
71 1 0 2 20 2
405 1,056
8:00 AM 0 10 7 26 0 11 61
0 5 95 34 0 12 88 17 0 9 49 4
0 0 77 37 0 12
10 45 4 317 1,210
8:15 AM 0 8 2 14
18 0 11 108 6 0
3 33 1 290 1,320
8:45 AM 0 3 2 14
26 0 10 122 4 0
308 1,347
8:30 AM 0 8 4 15 0 5 59
110 5 0 0 39 4
0 2 42 16 0 8 127 2 0 2 48 4 270 1,185
Count Total 0 74 28 161 0 34 503 34 280 23 2,241 0
Peak
Hour
All 0 60 17
171 0 78 806 49 0
1 1 0 0 3 0 0 0 0 1 7 0
15 1,347 0
HV 0 0 0 1 0 0
116 0 19 318 116 0 46 415 39 0 22 164
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 1% - 0% 0% 1% - 0% 1% 0% - 0% 0% 7% 1%
0 0
7:15 AM 0 2 1 0 3 0 1
0 0 0 0 0 2
West North South
7:00 AM 0 0 2 0 2 0
EB WB NB SB Total East
7:45 AM 1 1 0 0 2
0 1 2 0 1 3
0 7:30 AM 0 1 2 0 3 0 1 0
1 0 2 0 2 2
0 0
8:15 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
1 0 4
8:00 AM 0 0 1 1 2 0
0 0 0 0 0 1
8:45 AM 0 0 1 0 1
0 0 0 1 1 2
0 8:30 AM 0 0 3 0 3 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
4 9
Peak Hour 1 2 3 1 7 0 1
Count Total 1 4 10 1 16 0 2 1 0 3 3 6
0 0 1 3 1 1 7
0 0
0 0
00 00
0 0
1 0
1 7
1 3
N
Del Mar Ave
Lorain Rd
Lorain Rd
Del Mar Ave
Lorain Rd
Del Mar Ave
TEV: 1,347
PHF: 0.83
15 164
22 201
591
0 116
318
19 453
78 0
39 415
46 299
500
0 116
17 60
193
379
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd Del Mar Ave Del Mar Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 2 0
7:15 AM 0 0 0 0
0 0 1 1 0 0
TH RT
7:00 AM 0 0 0 0 0 0 0

UT LT TH RT UT LT
3 0
7:30 AM 0 0 0 0 0 0 1
0 0 2 0 0 0 1 0 0 0 0 0
0 0 0 1 0 0
0 0 0 3 0
7:45 AM 0 0 0 1
0 0 0 2 0 0
0 0 1 2 10
8:15 AM 0 0 0 0
0 0 0 1 0 0
2 10
8:00 AM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 7
8:30 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 0
0 0 0 3 7
8:45 AM 0 0 0 0
0 0 1 2 0 0
1 0 0 0 0 0 1 6
0 0 1 16 0
Peak Hour 0 0 0 1
Count Total 0 0 0 1 0 0 3 1 0 2 8 0 0
7:00 AM 0 0
RT
7 0
Interval
Start
Lorain Rd Lorain Rd Del Mar Ave Del Mar Ave
15-min
Total
Rolling
One Hour
0 0 1 1 0 0 3 0 0 0 0 1

LT TH RT RT LT TH RT
3 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 1 0 0 0 0 2
1 0
0 0 0
0 0
8:45 AM
0 0 0 0
1 8:30 AM
0 0 0 0 0 0 0
0 3
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 0
Peak Hour
Count Total 0 0
0 LT TH
0 0 0 0 0 0 1
0 1 0 0 3 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
1 0 0
0 0 0 0 0 1 0
0 0 0 1 1 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
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
3 2
1 4
2 0
0 0
12 6
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.87
TOTAL 0.2% 0.92
TH RT
WB 0.0% 0.94
NB 0.0% 0.93
Peak Hour: 4:45 PM 5:45 PM
HV %: PHF
EB 0.6% 0.90

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

UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd Del Mar Ave Del Mar Ave
15-min
Total

UT LT TH RT
0 2 18 7 0 4
2 91 9 250 0
4:15 PM 0 3 9 33
4:00 PM 0 5 14 34 0 7 23 2 0 4 59 0 0
5 96 5 280 0
4:45 PM 0 7 8 50
8 0 4 54 3 0
238 0
4:30 PM 0 10 6 47 0 7 35
61 4 0 3 87 7
289 1,057
5:00 PM 0 19 11 59 0 3 30
0 4 30 8 0 7 63 4 0 7 95 6
0 4 34 6 0 3
17 106 13 325 1,132
5:15 PM 0 14 15 57
4 0 4 54 5 0
12 78 10 285 1,234
5:45 PM 0 19 3 59
5 0 5 56 3 0
335 1,229
5:30 PM 0 2 12 65 0 3 34
69 2 0 20 95 16
0 5 27 3 0 4 57 4 0 7 63 9 260 1,205
Count Total 0 79 78 404 0 35 231 73 711 75 2,262 0
Peak
Hour
All 0 42 46
43 0 35 473 25 0
0 0 0 0 0 0 0 0 0 0 2 0
45 1,234 0
HV 0 0 0 2 0 0
231 0 14 128 23 0 19 242 14 0 56 374
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 1% - 0% 0% 0% - 0% 0% 0% - 0% 0% 0% 0%
1 1
4:15 PM 1 0 0 0 1 1 0
0 0 1 2 1 0
West North South
4:00 PM 0 0 0 1 1 1
EB WB NB SB Total East
4:45 PM 0 0 0 0 0
0 1 0 1 0 0
1 4:30 PM 0 0 0 1 1 0 1 0
0 1 2 1 0 0
0 0
5:15 PM 1 0 0 0 1 0 0
0 0 0 0 2 0
2 0 0
5:00 PM 0 0 0 0 0 0
0 0 0 0 0 2
5:45 PM 0 0 0 0 0
0 0 0 0 0 0
0 5:30 PM 1 0 0 0 1 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
1 2
Peak Hour 2 0 0 0 2 0 0
Count Total 3 0 0 2 5 2 1 0 2 5 6 3
0 0 0 4 2 0 0
0 0
0 0
00 00
0 0
0 0
0 0
2 4
N
Del Mar Ave
Lorain Rd
Lorain Rd
Del Mar Ave
Lorain Rd
Del Mar Ave
TEV: 1,234
PHF: 0.92
45 374
56 475
307
0 23
128
14 165
116
0 14
242
19 619
275
0 231
46 42
319
192
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Lorain Rd Lorain Rd Del Mar Ave Del Mar Ave
15-min
Total
Rolling
One Hour Eastbound Westbound
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
1 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 0
0 1 0 1 0
4:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 2
5:15 PM 0 0 0 1
0 0 0 0 0 0
0 3
5:00 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
1 2
5:30 PM 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 1 2
5:45 PM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 0 2
0 2 0 5 0
Peak Hour 0 0 0 2
Count Total 0 0 0 3 0 0 0 0 0 0 0 0 0
4:00 PM 2 0
RT
2 0
Interval
Start
Lorain Rd Lorain Rd Del Mar Ave Del Mar 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
5 5:00 PM
0 0 0 0
1 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 0 1 2
1 0
0 0 0
0 0
5:45 PM
0 0 0 0
1 5:30 PM
0 0 0 0 0 0 0
0 3
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 0
Peak Hour
Count Total 0 1
0 LT TH
0 0 0 0 0 0 0
0 0 0 1 5 0
0 0
0 0
0 0 1 0
0 0
0 0 1
0 LT TH
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 2 0 1 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
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
4 6
14 35
4 4
2 2
71 57
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.0% 0.42
TOTAL 1.1% 0.82
TH RT
WB 0.9% 0.93
NB 0.7% 0.45
Peak Hour: 7:30 AM 8:30 AM
HV %: PHF
EB 1.5% 0.83

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

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Bradbury Rd Gainsborough Dr 15-min
Total

UT LT TH RT
0 0 412 1 0 10
0 0 4 470 0
7:15 AM 4 0 97 1
7:00 AM 6 0 108 1 1 0 340 0 1 8 0 1 0
0 2 14 629 0
7:45 AM 67 4 231 9
0 0 34 2 2 0
531 0
7:30 AM 13 2 174 2 1 0 383
0 1 0 0 0 5
832 2,462
8:00 AM 7 2 276 8 2 1 318
0 11 384 2 0 73 7 2 0 3 4 35
0 3 378 0 0 3
0 3 6 637 2,629
8:15 AM 6 2 229 2
0 0 7 1 6 0
0 0 7 546 2,653
8:45 AM 3 0 200 1
2 0 10 2 4 0
638 2,736
8:30 AM 3 6 211 3 3 2 293
3 8 0 0 1 3
2 2 384 3 0 4 0 0 0 0 1 3 603 2,424
Count Total 109 16 1,526 27 9 19 2,892 3 11 77 4,886 0
Peak
Hour
All 93 10 910
8 1 149 15 24 0
14 0 0 0 0 1 0 0 0 0 30 0
58 2,736 0
HV 1 2 12 0 0 0
21 3 15 1,463 2 0 117 13 18 0 3 10
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 1% 20% 1% 0% 0% 0% 1% 0% - 0% 0% 6% - 0% 0% 0% 1%
1 2
7:15 AM 1 5 0 0 6 2 1
0 0 0 1 0 1
West North South
7:00 AM 0 9 0 0 9 1
EB WB NB SB Total East
7:45 AM 3 5 0 0 8
0 0 4 3 5 2
3 7:30 AM 4 4 0 0 8 0 0 0
1 1 5 0 0 3
0 4
8:15 AM 2 4 1 0 7 1 1
0 0 0 3 0 0
9 13 9
8:00 AM 6 1 0 0 7 3
0 1 0 0 1 4
8:45 AM 0 8 0 0 8
0 1 0 1 0 1
2 8:30 AM 4 3 0 0 7 1 0 0
0 0 2 1 0 1
0 1 0 0 1 0 0 1 1
24 24
Peak Hour 15 14 1 0 30 4 2
Count Total 20 39 1 0 60 8 4 1 1 14 9 14
0 0 6 9 12 19 17
1 3
0 0
00 00
0 0
2 0
19 17
12 9
N
Bradbury Rd
Huntington Dr
Huntington Dr
Bradbury Rd
Huntington Dr Gainsborough Dr
TEV: 2,736
PHF: 0.82
58 10
3 71
25 0
2 1,463
15 1,483
934
3 13
18 117
46 148
0 21
910
10 1,034
1,731
93 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Bradbury Rd Gainsborough Dr 15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 9 0
7:15 AM 0 0 1 0
0 0 0 0 0 0
TH RT
7:00 AM 0 0 0 0 0 0 9

UT LT TH RT UT LT
6 0
7:30 AM 0 0 4 0 0 0 4
0 0 5 0 0 0 0 0 0 0 0 0
0 0 5 0 0 0
0 0 0 8 0
7:45 AM 1 0 2 0
0 0 0 0 0 0
0 0 0 7 29
8:15 AM 0 0 2 0
0 0 0 0 0 0
8 31
8:00 AM 0 2 4 0 0 0 1
0 0 0 0 0 0
7 30
8:30 AM 0 0 4 0 0 0 3
0 0 4 0 0 0 0 1 0 0 0 0
0 0 8 0 0 0
0 0 0 7 29
8:45 AM 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0 8 29
0 0 0 60 0
Peak Hour 1 2 12 0
Count Total 1 2 17 0 0 0 39 0 0 0 0 1 0
7:00 AM 1 0
RT
30 0
Interval
Start
Huntington Dr Huntington Dr Bradbury Rd Gainsborough Dr 15-min
Total
Rolling
One Hour
0 0 14 0 0 0 0 1 0 0 0 0

LT TH RT RT LT TH RT
7 8:00 AM
0 0 0 1
0 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 1 0 0 1 0 5
0 0
0 1 0
1 7
8:45 AM
0 0 0 0
6 8:30 AM
0 0 0 0 0 0 2
3 9
8:15 AM
0 0 0
0 1 0
0 1 0
0 1 0
0 0 0 0 0 0 0 1 7
Peak Hour
Count Total 0 1
0 LT TH
0 0 0 0 0 0 6
0 1 0 0 14 0
0 0
0 0
0 1 0 0
1 0
0 2 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 2
0 0
0 0 0
0 1 0
0 0 3 1 0 2 0
0 7 1 0 4 0
0 0 0
0 1 0
0 0
0 0 0
0 0 0
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
6 17
13 4
13 12
3 5
73 33
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.0% 0.65
TOTAL 0.4% 0.96
TH RT
WB 0.4% 0.93
NB 0.0% 0.79
Peak Hour: 5:00 PM 6:00 PM
HV %: PHF
EB 0.4% 0.97

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

UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Bradbury Rd Gainsborough Dr 15-min
Total

UT LT TH RT
1 2 228 0 1 1
1 0 8 646 0
4:15 PM 5 2 419 5
4:00 PM 5 2 381 2 3 3 233 0 0 6 0 2 0
0 1 8 695 0
4:45 PM 8 2 377 4
0 0 2 0 2 0
668 0
4:30 PM 6 2 420 1 3 4 246
0 2 0 0 1 1
628 2,637
5:00 PM 18 1 415 3 5 8 245
2 2 220 0 0 5 0 2 0 2 0 4
2 2 287 0 0 8
2 4 17 731 2,722
5:15 PM 23 5 419 10
0 0 11 0 2 0
1 1 2 744 2,883
5:45 PM 11 2 445 5
0 0 6 1 0 0
780 2,834
5:30 PM 5 3 426 9 2 5 283
1 0 0 1 3 19
3 3 237 0 0 8 0 4 0 2 4 4 728 2,983
Count Total 81 19 3,302 39 21 29 1,979 9 14 63 5,620 0
Peak
Hour
All 57 11 1,705
0 1 47 2 14 0
4 0 0 0 0 0 0 0 0 0 12 0
42 2,983 0
HV 0 0 8 0 0 0
27 12 18 1,052 0 0 33 2 6 0 6 12
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% 0% 0% 0% 0% 0% 0% 0% - - 0% 0% 0% - 0% 0% 0% 0%
2 2
4:15 PM 4 3 0 0 7 1 0
0 0 0 0 0 2
West North South
4:00 PM 6 4 0 0 10 0
EB WB NB SB Total East
4:45 PM 1 1 0 0 2
0 0 2 2 5 4
2 4:30 PM 5 0 0 0 5 0 0 0
0 0 1 0 3 12
7 2
5:15 PM 1 2 0 0 3 0 1
0 0 1 4 0 4
2 1 0
5:00 PM 3 0 0 0 3 3
0 0 0 0 0 1
5:45 PM 2 1 0 0 3
0 0 0 0 3 0
1 5:30 PM 2 1 0 0 3 0 0 0
0 0 1 2 0 9
0 1 1 0 2 0 4 1 0
40 11
Peak Hour 8 4 0 0 12 3 2
Count Total 24 12 0 0 36 4 2 1 1 8 5 17
1 1 7 2 8 20 3
0 3
0 1
00 00
1 0
2 0
20 3
8 2
N
Bradbury Rd
Huntington Dr
Huntington Dr
Bradbury Rd
Huntington Dr Gainsborough Dr
TEV: 2,983
PHF: 0.96
42 12
6 60
13 0
0 1,052
18 1,082
1,729
12 2
6 33
57 41
0 27
1,705
11 1,800
1,184
57 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
Huntington Dr Huntington Dr Bradbury Rd Gainsborough Dr 15-min
Total
Rolling
One Hour Eastbound Westbound
0 0 0 10 0
4:15 PM 0 0 4 0
0 0 0 0 0 0
TH RT
4:00 PM 0 0 6 0 0 0 4

UT LT TH RT UT LT
7 0
4:30 PM 0 1 4 0 0 0 0
0 0 3 0 0 0 0 0 0 0 0 0
0 0 1 0 0 0
0 0 0 5 0
4:45 PM 0 0 1 0
0 0 0 0 0 0
0 0 0 3 17
5:15 PM 0 0 1 0
0 0 0 0 0 0
2 24
5:00 PM 0 0 3 0 0 0 0
0 0 0 0 0 0
3 13
5:30 PM 0 0 2 0 0 0 1
0 0 2 0 0 0 0 0 0 0 0 0
0 0 1 0 0 0
0 0 0 3 11
5:45 PM 0 0 2 0
0 0 0 0 0 0
0 0 0 0 0 0 3 12
0 0 0 36 0
Peak Hour 0 0 8 0
Count Total 0 1 23 0 0 0 12 0 0 0 0 0 0
4:00 PM 0 0
RT
12 0
Interval
Start
Huntington Dr Huntington Dr Bradbury Rd Gainsborough Dr 15-min
Total
Rolling
One Hour
0 0 4 0 0 0 0 0 0 0 0 0

LT TH RT RT LT TH RT
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 1
0 0
0 0 0
0 5
5:45 PM
0 0 0 0
5 5:30 PM
0 0 0 0 0 0 1
4 5
5:15 PM
0 0 0
0 0 0
0 0 0
0 1 0
0 0 0 0 0 1 0 2 7
Peak Hour
Count Total 0 0
0 LT TH
0 0 1 0 0 1 7
0 0 1 1 8 0
0 0
0 0
0 0 0 0
0 0
0 1 0
0 LT TH
0 0 0 0 0 0 0 0
0 0 3
0 0
0 0 0
0 0 0
0 0 3 0 0 2 0
0 4 0 0 2 0
0 0 0
0 1 0
0 0
0 0 0
0 0 1
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
0 0
0 1
3 1
2 0
7 7
Date: 11-07-2019
Peak Hour Count Period: 7:00 AM 9:00 AM
SB 0.9% 0.88
TOTAL 1.0% 0.92
TH RT
WB 1.2% 0.97
NB 1.0% 0.92
Peak Hour: 7:45 AM 8:45 AM
HV %: PHF
EB 0.7% 0.90

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

UT LT TH RT
Interval
Start
California Blvd California Blvd San Gabriel Blvd San Gabriel Blvd 15-min
Total

UT LT TH RT
0 1 124 42 0 29
1 116 0 650 0
7:15 AM 0 7 21 11
7:00 AM 0 3 13 7 0 2 96 21 0 34 356 1 0
0 175 8 763 0
7:45 AM 0 13 42 20
26 0 33 349 2 0
752 0
7:30 AM 0 7 23 16 0 6 118
375 8 0 4 124 6
894 3,059
8:00 AM 0 19 30 20 0 6 126
0 7 132 40 0 47 390 5 0 2 190 6
0 6 123 41 0 40
6 146 8 808 3,217
8:15 AM 0 13 35 28
36 0 33 371 7 0
5 160 4 766 3,293
8:45 AM 0 15 26 16
43 0 34 325 6 0
825 3,290
8:30 AM 0 6 32 17 0 6 128
367 2 0 2 161 7
0 10 121 39 0 35 343 5 0 1 153 10 774 3,173
Count Total 0 83 222 135 0 44 968 21 1,225 49 6,232 0
Peak
Hour
All 0 51 139
288 0 285 2,876 36 0
6 1 0 2 14 1 0 0 6 0 33 0
25 3,293 0
HV 0 1 1 0 0 1
85 0 25 509 160 0 154 1,453 20 0 15 657
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 2% 1% 0% - 4% 1% 1% - 1% 1% 5% - 0% 1% 0% 1%
0 0
7:15 AM 1 2 6 2 11 0 0
1 0 0 1 0 0
West North South
7:00 AM 1 1 6 1 9 0
EB WB NB SB Total East
7:45 AM 0 4 4 1 9
0 1 0 0 0 0
0 7:30 AM 2 1 9 2 14 0 1 0
0 0 0 0 0 0
0 2
8:15 AM 0 0 2 0 2 0 0
0 0 0 0 1 0
0 1 0
8:00 AM 1 3 5 2 11 0
1 2 0 0 3 0
8:45 AM 0 0 6 3 9
0 0 1 0 0 1
0 8:30 AM 1 1 6 3 11 0 0 0
1 0 1 0 1 0
1 0 0 0 1 0 0 0 0
1 3
Peak Hour 2 8 17 6 33 1 2
Count Total 6 12 44 14 76 2 4 1 0 7 2 1
1 0 4 2 1 1 3
0 1
0 0
00 01
0 0
2 0
1 3
1 2
N
San Gabriel Blvd
California Blvd
California Blvd
San Gabriel Blvd
California Blvd
San Gabriel Blvd
TEV: 3,293
PHF: 0.92
25 657
15 697
1,664
0 160
509
25 694
174
0 20
1,453
154
767
1,627
0 85
139
51 275
688
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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
California Blvd California Blvd San Gabriel Blvd San Gabriel Blvd 15-min
Total
Rolling
One Hour Eastbound Westbound
0 1 0 9 0
7:15 AM 0 0 1 0
0 0 1 5 0 0
TH RT
7:00 AM 0 0 0 1 0 0 1

UT LT TH RT UT LT
11 0
7:30 AM 0 0 1 1 0 0 1
0 0 1 1 0 1 5 0 0 0 2 0
0 0 4 0 0 1
0 2 0 14 0
7:45 AM 0 0 0 0
0 0 0 9 0 0
0 2 0 11 45
8:15 AM 0 0 0 0
1 0 0 5 0 0
9 43
8:00 AM 0 1 0 0 0 1 1
2 1 0 0 1 0
2 36
8:30 AM 0 0 1 0 0 0 1
0 0 0 0 0 0 2 0 0 0 0 0
0 0 0 0 0 0
0 3 0 11 33
8:45 AM 0 0 0 0
0 0 1 5 0 0
6 0 0 0 3 0 9 33
0 14 0 76 0
Peak Hour 0 1 1 0
Count Total 0 1 3 2 0 1 9 2 0 4 39 1 0
7:00 AM 1 0
RT
33 0
Interval
Start
California Blvd California Blvd San Gabriel Blvd San Gabriel Blvd 15-min
Total
Rolling
One Hour
0 1 6 1 0 2 14 1 0 0 6 0

LT TH RT RT LT TH RT
5 8:00 AM
0 0 0 3
1 0
7:45 AM
0 0 0 0
0 7:30 AM
7:15 AM 0 0 0 0 0 0 0 0
1 0
0 2 0
0 4
8:45 AM
0 0 0 0
5 8:30 AM
0 1 0 0 0 0 1
0 4
8:15 AM
0 0 0
0 0 0
0 0 0
0 0 0
0 1 0 0 0 0 0 1 2
Peak Hour
Count Total 0 0
0 LT TH
0 1 0 0 0 0 4
0 1 0 0 7 0
0 0
0 0
0 0 0 0
0 0
0 0 0
0 LT TH
1 0 0 0 0 0 0 0
1 0 0
0 0
0 0 0
0 0 0
0 0 1 0 0 2 0
0 2 0 0 4 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
Project Manager: (415) 310-6469 [email protected]

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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
2 4
2 0
0 1
3 0
12 3
Date: 11-07-2019
Peak Hour Count Period: 4:00 PM 6:00 PM
SB 0.5% 0.90
TOTAL 0.6% 0.98
TH RT
WB 0.0% 0.86
NB 1.2% 0.90
Peak Hour: 4:30 PM 5:30 PM
HV %: PHF
EB 0.3% 0.96

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

UT LT TH RT
Interval
Start
California Blvd California Blvd San Gabriel Blvd San Gabriel Blvd 15-min
Total

UT LT TH RT
0 2 61 19 0 18
27 318 10 760 0
4:15 PM 0 9 108 30
4:00 PM 0 8 109 32 0 7 48 13 0 22 158 8 0
37 307 11 825 0
4:45 PM 0 14 101 35
16 0 26 207 11 0
758 0
4:30 PM 0 7 111 34 0 1 57
176 5 0 44 276 10
827 3,170
5:00 PM 0 14 124 20 0 5 40
0 5 42 11 0 15 197 13 0 17 372 5
0 5 48 9 0 13
25 301 12 769 3,179
5:15 PM 0 9 135 18
16 0 25 177 10 0
32 316 13 794 3,206
5:45 PM 0 12 128 30
14 0 16 200 10 0
816 3,237
5:30 PM 0 15 105 35 0 6 32
239 10 0 25 296 9
0 2 54 21 0 16 200 8 0 22 307 4 804 3,183
Count Total 0 88 921 234 0 33 382 229 2,493 74 6,353 0
Peak
Hour
All 0 44 471
119 0 151 1,554 75 0
0 0 0 0 11 0 0 0 7 0 20 0
37 3,237 0
HV 0 0 1 1 0 0
107 0 16 187 52 0 79 820 44 0 104 1,276
0 Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total
HV% - 0% 0% 1% - 0% 0% 0% - 0% 1% 0% - 0% 1% 0% 1%
0 1
4:15 PM 2 0 1 1 4 0 0
0 0 0 0 1 0
West North South
4:00 PM 1 0 4 1 6 0
EB WB NB SB Total East
4:45 PM 1 0 4 2 7
0 2 2 0 0 0
0 4:30 PM 0 0 5 4 9 2 0 0
0 1 1 0 3 1
0 0
5:15 PM 0 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0
5:00 PM 1 0 2 1 4 0
1 0 0 0 1 0
5:45 PM 1 0 2 2 5
0 0 2 0 0 1
0 5:30 PM 1 0 1 3 5 0 0 0
0 0 0 1 0 0
0 0 0 0 0 0 0 0 0
1 2
Peak Hour 2 0 11 7 20 3 0
Count Total 7 0 19 14 40 3 0 0 1 4 6 3
0 0 3 3 0 0 0
0 3
0 0
00 00
0 0
0 0
0 0
0 3
N
San Gabriel Blvd
California Blvd
California Blvd
San Gabriel Blvd
California Blvd
San Gabriel Blvd
TEV: 3,237
PHF: 0.98
37 1,276
104
1,417
916
0 52
187
16 255
619
0 44
820
79 1,399
943
0 107
471
44 622
303
0 Project Manager: (415) 310-6469 [email protected]

Page 288 of 506 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.

Eastbound Westbound Northbound Southbound
Northbound Southbound

UT LT TH RT UT LT TH RT
Interval
Start
California Blvd California Blvd San Gabriel Blvd San Gabriel Blvd 15-min
Total
Rolling
One Hour Eastbound Westbound
0 1 0 6 0
4:15 PM 0 0 1 1
0 0 0 4 0 0
TH RT
4:00 PM 0 0 1 0 0 0 0

UT LT TH RT UT LT
4 0
4:30 PM 0 0 0 0 0 0 0
0 0 0 0 0 0 1 0 0 0 1 0
0 0 0 0 0 0
0 4 0 9 0
4:45 PM 0 0 1 0
0 0 0 5 0 0
0 1 0 4 24
5:15 PM 0 0 0 0
0 0 0 2 0 0
7 26
5:00 PM 0 0 0 1 0 0 0
4 0 0 0 2 0
0 20
5:30 PM 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 3 0 5 16
5:45 PM 0 0 1 0
0 0 0 1 0 0
2 0 0 0 2 0 5 14
0 14 0 40 0
Peak Hour 0 0 1 1
Count Total 0 0 5 2 0 0 0 0 0 0 19 0 0
4:00 PM 0 0
RT
20 0
Interval
Start
California Blvd California Blvd San Gabriel Blvd San Gabriel Blvd 15-min
Total
Rolling
One Hour
0 0 0 0 0 0 11 0 0 0 7 0

LT TH RT RT LT TH RT
4 5:00 PM
0 0 0 1
2 0
4:45 PM
0 0 0 0
0 4:30 PM
4:15 PM 0 0 0 0 0 1 0 1
0 0
0 0 0
0 1
5:45 PM
0 0 0 0
3 5:30 PM
0 0 0 0 0 0 0
0 4
5:15 PM
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0 0 0 0 0 0 0
Peak Hour
Count Total 0 1
0 LT TH
0 0 0 0 0 0 3
0 0 0 0 4 0
0 0
0 0
0 0 0 0
0 0
0 0 0
2 LT TH
0 0 0 0 0 0 0 0
1 0 0
0 0
0 0 0
0 0 0
0 0 3 0 0 0 0
0 3 0 0 0 0
0 0 0
0 0 0
0 0
0 0 0
0 0 0
Project Manager: (415) 310-6469 [email protected]

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Innovating Through Informatics™
APPENDIX C – LOS CALCULATION SHEETS

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Innovating Through Informatics™
Existing Conditions

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AM Peak Hour

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San Marino - Circulation Study 2019 Existing
1: Los Robles Ave & Mission St Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 54 165 11 12 278 35 24 517 21 18 485 54 Future Volume (veh/h) 54 165 11 12 278 35 24 517 21 18 485 54 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 57 176 12 13 296 37 26 550 22 19 516 57 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222
Cap, veh/h 247 438 30 50 403 49 69 1117 44 578 1084 120 Arrive On Green 0.25 0.25 0.25 0.25 0.25 0.25 0.66 0.66 0.66 0.66 0.66 0.66 Sat Flow, veh/h 1047 1731 118 29 1595 195 39 1705 67 840 1655 183 Grp Volume(v), veh/h 57 0 188 346 0 0 598 0 0 19 0 573
Grp Sat Flow(s),veh/h/ln 1047 0 1849 1819 0 0 1810 0 0 840 0 1837 Q Serve(g_s), s 0.0 0.0 7.4 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13.6 Cycle Q Clear(g_c), s 8.9 0.0 7.4 15.2 0.0 0.0 14.2 0.0 0.0 1.2 0.0 13.6 Prop In Lane 1.00 0.06 0.04 0.11 0.04 0.04 1.00 0.10
Lane Grp Cap(c), veh/h 247 0 468 503 0 0 1229 0 0 578 0 1204 V/C Ratio(X) 0.23 0.00 0.40 0.69 0.00 0.00 0.49 0.00 0.00 0.03 0.00 0.48 Avail Cap(c_a), veh/h 404 0 744 772 0 0 1229 0 0 578 0 1204 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.6 0.0 27.0 29.9 0.0 0.0 7.6 0.0 0.0 5.4 0.0 7.5 Incr Delay (d2), s/veh 0.2 0.0 0.2 0.6 0.0 0.0 1.4 0.0 0.0 0.1 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 3.2 6.5 0.0 0.0 5.3 0.0 0.0 0.1 0.0 5.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.8 0.0 27.2 30.6 0.0 0.0 9.0 0.0 0.0 5.5 0.0 8.9 LnGrp LOS C A C C AAAAAAAA
Approach Vol, veh/h 245 346 598 592
Approach Delay, s/veh 27.4 30.6 9.0 8.8
Approach LOS C C A A
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 61.0 26.0 61.0 26.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 57.0 35.0 57.0 35.0
Max Q Clear Time (g_c+I1), s 16.2 10.9 15.6 17.2
Green Ext Time (p_c), s 0.7 0.2 0.7 0.4
Intersection Summary
HCM 6th Ctrl Delay 15.6
HCM 6th LOS B

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San Marino - Circulation Study 2019 Existing
2: Monterey Rd & Los Robles Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 2
Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 40 541 22 10 465 23 22 219 4 6 96 2 Future Volume (veh/h) 40 541 22 10 465 23 22 219 4 6 96 2 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 588 24 11 505 25 24 238 4 7 104 2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 96 1221 48 51 1293 63 62 301 5 51 314 6
Arrive On Green 0.74 0.74 0.74 0.74 0.74 0.74 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 70 1643 65 13 1741 85 95 1700 27 42 1774 33 Grp Volume(v), veh/h 655 0 0 541 0 0 266 0 0 113 0 0
Grp Sat Flow(s),veh/h/ln1779 0 0 1839 0 0 1822 0 0 1850 0 0 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 12.2 0.0 0.0 9.3 0.0 0.0 12.2 0.0 0.0 4.6 0.0 0.0 Prop In Lane 0.07 0.04 0.02 0.05 0.09 0.02 0.06 0.02
Lane Grp Cap(c), veh/h 1365 0 0 1408 0 0 367 0 0 371 0 0 V/C Ratio(X) 0.48 0.00 0.00 0.38 0.00 0.00 0.72 0.00 0.00 0.30 0.00 0.00 Avail Cap(c_a), veh/h 1365 0 0 1408 0 0 624 0 0 628 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 4.5 0.0 0.0 4.1 0.0 0.0 34.6 0.0 0.0 31.5 0.0 0.0 Incr Delay (d2), s/veh 1.2 0.0 0.0 0.8 0.0 0.0 2.7 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.8 0.0 0.0 2.9 0.0 0.0 5.6 0.0 0.0 2.1 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 5.7 0.0 0.0 4.9 0.0 0.0 37.3 0.0 0.0 32.0 0.0 0.0 LnGrp LOS A AAAAADAACAA
Approach Vol, veh/h 655 541 266 113
Approach Delay, s/veh 5.7 4.9 37.3 32.0
Approach LOS A A D C
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 69.0 18.5 69.0 18.5
Change Period (Y+Rc), s 4.0 3.0 4.0 3.0
Max Green Setting (Gmax), s 65.0 28.0 65.0 28.0
Max Q Clear Time (g_c+I1), s 14.2 14.2 11.3 6.6
Green Ext Time (p_c), s 0.8 1.2 0.6 0.5
Intersection Summary
HCM 6th Ctrl Delay 12.6
HCM 6th LOS B

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San Marino - Circulation Study 2019 Existing
3: Los Robles Ave & Wilson Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 44 14 575 86 2 511
Future Volume (veh/h) 44 14 575 86 2 511
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 45 14 587 88 2 521
Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98
Percent Heavy Veh, % 2 22222
Cap, veh/h 58 18 1597 1353 42 1595
Arrive On Green 0.04 0.04 0.85 0.85 0.85 0.85
Sat Flow, veh/h 1299 404 1870 1585 1 1868
Grp Volume(v), veh/h 60 0 587 88 523 0
Grp Sat Flow(s),veh/h/ln1733 0 1870 1585 1869 0
Q Serve(g_s), s 3.0 0.0 5.9 0.8 0.0 0.0
Cycle Q Clear(g_c), s 3.0 0.0 5.9 0.8 5.0 0.0
Prop In Lane 0.75 0.23 1.00 0.00
Lane Grp Cap(c), veh/h 77 0 1597 1353 1636 0
V/C Ratio(X) 0.78 0.00 0.37 0.07 0.32 0.00
Avail Cap(c_a), veh/h 304 0 1597 1353 1636 0
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 1.00 0.00
Uniform Delay (d), s/veh 41.8 0.0 1.4 1.0 1.3 0.0
Incr Delay (d2), s/veh 15.4 0.0 0.7 0.1 0.5 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.6 0.0 0.9 0.1 0.8 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.2 0.0 2.0 1.1 1.8 0.0
LnGrp LOS E AAAAA
Approach Vol, veh/h 60 675 523
Approach Delay, s/veh 57.2 1.9 1.8
Approach LOS E A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 80.0 80.0 8.4
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 75.5 75.5 15.5
Max Q Clear Time (g_c+I1), s 7.9 7.0 5.0
Green Ext Time (p_c), s 0.6 0.6 0.1
Intersection Summary
HCM 6th Ctrl Delay 4.5
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

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San Marino - Circulation Study 2019 Existing
4: Huntington Dr & Los Robles Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 96 822 2 512 1480 45 0 544 444 50 436 66 Future Volume (veh/h) 96 822 2 512 1480 45 0 544 444 50 436 66 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 101 865 2 539 1558 0 0 753 347 53 459 69 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 22222022222
Cap, veh/h 128 1411 3 612 1908 0 1130 479 201 1193 178
Arrive On Green 0.07 0.27 0.27 0.18 0.37 0.00 0.00 0.30 0.30 0.03 0.38 0.38 Sat Flow, veh/h 1781 5260 12 3456 5274 0 0 3741 1585 1781 3100 464 Grp Volume(v), veh/h 101 560 307 539 1558 0 0 753 347 53 262 266 Grp Sat Flow(s),veh/h/ln1781 1702 1868 1728 1702 0 0 1870 1585 1781 1777 1787 Q Serve(g_s), s 5.1 13.1 13.1 13.9 25.1 0.0 0.0 16.1 17.9 1.8 9.7 9.8 Cycle Q Clear(g_c), s 5.1 13.1 13.1 13.9 25.1 0.0 0.0 16.1 17.9 1.8 9.7 9.8 Prop In Lane 1.00 0.01 1.00 0.00 0.00 1.00 1.00 0.26
Lane Grp Cap(c), veh/h 128 913 501 612 1908 0 1130 479 201 684 688 V/C Ratio(X) 0.79 0.61 0.61 0.88 0.82 0.00 0.67 0.72 0.26 0.38 0.39 Avail Cap(c_a), veh/h 133 913 501 704 1908 0 2213 938 241 1238 1245 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.7 29.2 29.2 36.6 25.8 0.0 0.0 27.8 28.5 21.5 20.3 20.3 Incr Delay (d2), s/veh 23.8 3.1 5.5 10.4 4.0 0.0 0.0 0.7 2.1 0.3 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.1 5.6 6.5 6.6 10.4 0.0 0.0 7.1 6.9 0.7 4.0 4.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.5 32.3 34.8 47.0 29.8 0.0 0.0 28.5 30.6 21.7 20.6 20.6 LnGrp LOS E CCDC ACCCCC
Approach Vol, veh/h 968 2097 A 1100 581
Approach Delay, s/veh 36.6 34.2 29.2 20.7
Approach LOS DCCC
Timer - Assigned Phs 1 23456 8
Phs Duration (G+Y+Rc), s11.1 40.1 7.6 32.5 20.8 30.5 40.0 Change Period (Y+Rc), s 4.6 6.0 4.6 4.9 4.6 6.0 4.9
Max Green Setting (Gmax), s6.8 34.1 5.0 54.0 18.6 22.3 63.6 Max Q Clear Time (g_c+I1), s7.1 27.1 3.8 19.9 15.9 15.1 11.8 Green Ext Time (p_c), s 0.0 6.1 0.0 7.7 0.3 4.2 3.6
Intersection Summary
HCM 6th Ctrl Delay 31.9
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay.

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San Marino - Circulation Study 2019 Existing
5: El Molino Ave & Mission St Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 5
Intersection
Intersection Delay, s/veh24.1
Intersection LOS C
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 137 78 149 442 123 177
Future Vol, veh/h 137 78 149 442 123 177
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Heavy Vehicles, % 2 22222
Mvmt Flow 143 81 155 460 128 184
Number of Lanes 1 10110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 2 0
Conflicting Approach RightNB EB
Conflicting Lanes Right 1 0 2
HCM Control Delay 11.9 34.4 12.4

HCM LOS B D B

Lane NBLn1 EBLn1 EBLn2 SBLn1
Vol Left, % 25% 100% 0% 0%
Vol Thru, % 75% 0% 0% 41%
Vol Right, % 0% 0% 100% 59%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 591 137 78 300
LT Vol 149 137 0 0
Through Vol 442 0 0 123
RT Vol 0 0 78 177
Lane Flow Rate 616 143 81 312
Geometry Grp 2772
Degree of Util (X) 0.883 0.291 0.138 0.45
Departure Headway (Hd) 5.163 7.338 6.114 5.18
Convergence, Y/N Yes Yes Yes Yes
Cap 702 489 585 694
Service Time 3.197 5.089 3.864 3.223
HCM Lane V/C Ratio 0.877 0.292 0.138 0.45
HCM Control Delay 34.4 13.1 9.8 12.4
HCM Lane LOS D B A B
HCM 95th-tile Q 10.9 1.2 0.5 2.3

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San Marino - Circulation Study 2019 Existing
6: Monterey Rd & El Molino Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 6
Intersection
Intersection Delay, s/veh30.6
Intersection LOS D
Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Vol, veh/h 64 109 33 39 506 21 64 171 17 13 30 13 Future Vol, veh/h 64 109 33 39 506 21 64 171 17 13 30 13 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 2 22222222222
Mvmt Flow 70 120 36 43 556 23 70 188 19 14 33 14
Number of Lanes 0 10010010010
Approach SE NW NE SW
Opposing Approach NW SE SW NE
Opposing Lanes 1 1 1 1
Conflicting Approach LeftSW NE SE NW
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNE SW NW SE
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 13 45.5 15.9 11

HCM LOS B E C B

Lane NELn1NWLn1 SELn1SWLn1
Vol Left, % 25% 7% 31% 23%
Vol Thru, % 68% 89% 53% 54%
Vol Right, % 7% 4% 16% 23%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 252 566 206 56
LT Vol 64 39 64 13
Through Vol 171 506 109 30
RT Vol 17 21 33 13
Lane Flow Rate 277 622 226 62
Geometry Grp 1111
Degree of Util (X) 0.501 0.941 0.386 0.12
Departure Headway (Hd) 6.507 5.55 6.142 7.044
Convergence, Y/N Yes Yes Yes Yes
Cap 557 659 586 510
Service Time 4.507 3.55 4.169 5.071
HCM Lane V/C Ratio 0.497 0.944 0.386 0.122
HCM Control Delay 15.9 45.5 13 11
HCM Lane LOS C E B B
HCM 95th-tile Q 2.8 12.9 1.8 0.4

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San Marino - Circulation Study 2019 Existing
7: Granada Ave & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 27 1465 47 43 1840 96 244 149 78 112 43 7 Future Volume (veh/h) 27 1465 47 43 1840 96 244 149 78 112 43 7 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 28 1542 49 45 1937 101 257 157 82 118 45 7 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 38 2208 686 57 2203 115 407 214 608 186 64 8 Arrive On Green 0.02 0.43 0.43 0.03 0.44 0.44 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 1781 5106 1585 1781 4969 258 913 558 1585 330 166 21 Grp Volume(v), veh/h 28 1542 49 45 1325 713 414 0 82 170 0 0 Grp Sat Flow(s),veh/h/ln1781 1702 1585 1781 1702 1824 1471 0 1585 517 0 0 Q Serve(g_s), s 1.6 25.0 1.8 2.6 36.2 36.4 0.0 0.0 3.4 11.8 0.0 0.0 Cycle Q Clear(g_c), s 1.6 25.0 1.8 2.6 36.2 36.4 24.7 0.0 3.4 36.5 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.14 0.62 1.00 0.69 0.04
Lane Grp Cap(c), veh/h 38 2208 686 57 1509 808 621 0 608 258 0 0 V/C Ratio(X) 0.73 0.70 0.07 0.78 0.88 0.88 0.67 0.00 0.13 0.66 0.00 0.00 Avail Cap(c_a), veh/h 87 2213 687 105 1509 808 847 0 844 450 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 49.6 23.5 16.9 49.0 25.9 25.9 27.0 0.0 20.5 39.8 0.0 0.0 Incr Delay (d2), s/veh 9.5 1.2 0.1 8.4 7.6 13.3 1.2 0.0 0.1 2.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.8 9.9 0.7 1.3 15.6 18.1 8.6 0.0 1.3 4.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.1 24.7 17.0 57.4 33.4 39.2 28.2 0.0 20.6 42.7 0.0 0.0 LnGrp LOS E C B E C D C A C D A A
Approach Vol, veh/h 1619 2083 496 170
Approach Delay, s/veh 25.0 35.9 27.0 42.7
Approach LOS CDCD
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.8 51.2 44.0 7.9 50.1 44.0
Change Period (Y+Rc), s 4.6 6.0 4.9 4.6 6.0 4.9
Max Green Setting (Gmax), s5.0 45.2 54.3 6.0 44.2 54.3
Max Q Clear Time (g_c+I1), s3.6 38.4 26.7 4.6 27.0 38.5 Green Ext Time (p_c), s 0.0 6.4 3.1 0.0 13.5 0.9
Intersection Summary
HCM 6th Ctrl Delay 31.1
HCM 6th LOS C

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San Marino - Circulation Study 2019 Existing
8: Oak Knoll Ave & Monterey Rd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 8
Intersection
Intersection Delay, s/veh28.8
Intersection LOS D
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 30 241 15 0 289 69 24 358 3 32 194 23 Future Vol, veh/h 30 241 15 0 289 69 24 358 3 32 194 23 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 Heavy Vehicles, % 2 22222222222
Mvmt Flow 31 251 16 0 301 72 25 373 3 33 202 24
Number of Lanes 0 10010010010
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 23.3 30.6 36.6 20.5

HCM LOS C D E C

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 6% 10% 0% 13%
Vol Thru, % 93% 84% 81% 78%
Vol Right, % 1% 5% 19% 9%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 385 286 358 249
LT Vol 24 30 0 32
Through Vol 358 241 289 194
RT Vol 3 15 69 23
Lane Flow Rate 401 298 373 259
Geometry Grp 1111
Degree of Util (X) 0.824 0.636 0.764 0.562
Departure Headway (Hd) 7.397 7.683 7.378 7.807
Convergence, Y/N Yes Yes Yes Yes
Cap 489 468 492 462
Service Time 5.424 5.758 5.409 5.886
HCM Lane V/C Ratio 0.82 0.637 0.758 0.561
HCM Control Delay 36.6 23.3 30.6 20.5
HCM Lane LOS E C D C
HCM 95th-tile Q 8 4.3 6.6 3.4

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San Marino - Circulation Study 2019 Existing
9: Huntington Dr & Oak Knoll Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 9
Movement SBL SBR NEL NET SWT SWR
Lane Configurations
Traffic Volume (veh/h) 44 315 282 1315 1769 78
Future Volume (veh/h) 44 315 282 1315 1769 78
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 47 335 300 1399 1882 83
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 2 22222
Cap, veh/h 267 529 328 3834 2483 109
Arrive On Green 0.15 0.15 0.18 0.75 0.50 0.50
Sat Flow, veh/h 1781 1585 1781 5274 5182 221
Grp Volume(v), veh/h 47 335 300 1399 1277 688
Grp Sat Flow(s),veh/h/ln1781 1585 1781 1702 1702 1831
Q Serve(g_s), s 2.8 18.0 19.8 11.3 36.4 36.5
Cycle Q Clear(g_c), s 2.8 18.0 19.8 11.3 36.4 36.5
Prop In Lane 1.00 1.00 1.00 0.12
Lane Grp Cap(c), veh/h 267 529 328 3834 1685 906
V/C Ratio(X) 0.18 0.63 0.92 0.36 0.76 0.76
Avail Cap(c_a), veh/h 267 529 727 3834 1685 906
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 44.5 33.7 48.0 5.1 24.5 24.5
Incr Delay (d2), s/veh 0.3 2.4 4.3 0.3 3.2 5.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.3 19.0 9.2 3.6 15.0 16.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.8 36.2 52.3 5.4 27.7 30.5
LnGrp LOS D D D A C C
Approach Vol, veh/h 382 1699 1965
Approach Delay, s/veh 37.3 13.7 28.7
Approach LOS D B C
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s30.7 64.4 24.9 95.1
Change Period (Y+Rc), s* 8.6 5.0 6.9 5.0
Max Green Setting (Gmax), s* 49 32.5 18.0 90.1
Max Q Clear Time (g_c+I1), s21.8 38.5 20.0 13.3
Green Ext Time (p_c), s 0.3 0.0 0.0 29.9
Intersection Summary
HCM 6th Ctrl Delay 23.2
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

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San Marino - Circulation Study 2019 Existing
10: St Albans Rd & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 166 1189 18 20 1685 21 135 227 18 35 47 30 Future Volume (veh/h) 166 1189 18 20 1685 21 135 227 18 35 47 30 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 178 1278 19 22 1812 23 145 244 19 38 51 32 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, % 2 22222222222
Cap, veh/h 204 2444 36 46 1990 25 439 736 624 231 294 624 Arrive On Green 0.11 0.47 0.47 0.03 0.38 0.38 0.39 0.39 0.39 0.39 0.39 0.39 Sat Flow, veh/h 1781 5183 77 1781 5197 66 1315 1870 1585 477 746 1585 Grp Volume(v), veh/h 178 839 458 22 1187 648 145 244 19 89 0 32 Grp Sat Flow(s),veh/h/ln1781 1702 1856 1781 1702 1858 1315 1870 1585 1223 0 1585 Q Serve(g_s), s 11.8 20.7 20.7 1.5 39.5 39.5 10.6 10.9 0.9 1.8 0.0 1.5 Cycle Q Clear(g_c), s 11.8 20.7 20.7 1.5 39.5 39.5 23.2 10.9 0.9 12.6 0.0 1.5 Prop In Lane 1.00 0.04 1.00 0.04 1.00 1.00 0.43 1.00
Lane Grp Cap(c), veh/h 204 1605 876 46 1303 712 439 736 624 524 0 624 V/C Ratio(X) 0.87 0.52 0.52 0.47 0.91 0.91 0.33 0.33 0.03 0.17 0.00 0.05 Avail Cap(c_a), veh/h 210 1605 876 97 1303 712 439 736 624 524 0 624 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.1 22.2 22.2 57.5 35.0 35.0 34.1 25.3 22.3 24.8 0.0 22.4 Incr Delay (d2), s/veh 28.6 1.2 2.2 2.8 11.0 17.9 2.0 1.2 0.1 0.7 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln6.9 8.5 9.5 0.7 18.1 21.1 3.6 5.1 0.3 1.9 0.0 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 80.7 23.4 24.4 60.2 46.0 52.9 36.1 26.5 22.3 25.5 0.0 22.6 LnGrp LOS F C C E DDDCCCAC
Approach Vol, veh/h 1475 1857 408 121
Approach Delay, s/veh 30.6 48.6 29.7 24.7
Approach LOS CDCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s17.8 50.8 51.0 7.2 61.4 51.0
Change Period (Y+Rc), s 4.1 5.0 3.9 4.1 5.0 3.9
Max Green Setting (Gmax), s14.1 45.8 47.1 6.5 53.4 47.1 Max Q Clear Time (g_c+I1), s13.8 41.5 25.2 3.5 22.7 14.6 Green Ext Time (p_c), s 0.0 4.0 1.9 0.0 17.1 0.6
Intersection Summary
HCM 6th Ctrl Delay 39.0
HCM 6th LOS D

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San Marino - Circulation Study 2019 Existing
11: Lorain Rd & St Albans Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 11
Intersection
Intersection Delay, s/veh10.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 36 7 2 91 74 28 273 5 16 40 5
Future Vol, veh/h 4 36 7 2 91 74 28 273 5 16 40 5
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 2 22222222222
Mvmt Flow 4 40 8 2 102 83 31 307 6 18 45 6
Number of Lanes 0 10010010010
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 8.6 9.3 11.3 8.5

HCM LOS A A B A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 9% 9% 1% 26%
Vol Thru, % 89% 77% 54% 66%
Vol Right, % 2% 15% 44% 8%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 306 47 167 61
LT Vol 28 4 2 16
Through Vol 273 36 91 40
RT Vol 5 7 74 5
Lane Flow Rate 344 53 188 69
Geometry Grp 1111
Degree of Util (X) 0.44 0.075 0.246 0.094
Departure Headway (Hd) 4.606 5.087 4.718 4.928
Convergence, Y/N Yes Yes Yes Yes
Cap 780 700 758 722
Service Time 2.652 3.151 2.769 2.99
HCM Lane V/C Ratio 0.441 0.076 0.248 0.096
HCM Control Delay 11.3 8.6 9.3 8.5
HCM Lane LOS BAAA
HCM 95th-tile Q 2.3 0.2 1 0.3

Page 303 of 506 ends

San Marino - Circulation Study 2019 Existing
12: Virginia Rd & Euston Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 12
Intersection
Intersection Delay, s/veh 9.1
Intersection LOS A
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 41 43 255 17 33 78
Future Vol, veh/h 41 43 255 17 33 78
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles, % 2 22222
Mvmt Flow 45 47 280 19 36 86
Number of Lanes 1 01001
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 RightSB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay 8.3 9.6 8.4

HCM LOS A A A

Lane NBLn1WBLn1 SBLn1
Vol Left, % 0% 49% 30%
Vol Thru, % 94% 0% 70%
Vol Right, % 6% 51% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 272 84 111
LT Vol 0 41 33
Through Vol 255 0 78
RT Vol 17 43 0
Lane Flow Rate 299 92 122
Geometry Grp 1 1 1
Degree of Util (X) 0.353 0.119 0.153
Departure Headway (Hd) 4.253 4.653 4.523
Convergence, Y/N Yes Yes Yes
Cap 849 772 795
Service Time 2.266 2.674 2.54
HCM Lane V/C Ratio 0.352 0.119 0.153
HCM Control Delay 9.6 8.3 8.4
HCM Lane LOS A A A
HCM 95th-tile Q 1.6 0.4 0.5

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San Marino - Circulation Study 2019 Existing
13: Virginia Rd & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 48 1159 20 115 1677 57 73 214 144 113 65 11 Future Volume (veh/h) 48 1159 20 115 1677 57 73 214 144 113 65 11 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 56 1364 24 135 1973 67 86 252 169 133 76 13 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 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 72 2010 35 162 2228 76 528 717 608 338 717 608 Arrive On Green 0.04 0.39 0.39 0.09 0.44 0.44 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 1781 5167 91 1781 5072 172 1308 1870 1585 966 1870 1585 Grp Volume(v), veh/h 56 899 489 135 1323 717 86 252 169 133 76 13 Grp Sat Flow(s),veh/h/ln1781 1702 1854 1781 1702 1839 1308 1870 1585 966 1870 1585 Q Serve(g_s), s 3.7 25.9 25.9 8.8 42.2 42.4 5.4 11.4 8.7 13.5 3.1 0.6 Cycle Q Clear(g_c), s 3.7 25.9 25.9 8.8 42.2 42.4 8.4 11.4 8.7 24.8 3.1 0.6 Prop In Lane 1.00 0.05 1.00 0.09 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 72 1324 721 162 1495 808 528 717 608 338 717 608 V/C Ratio(X) 0.78 0.68 0.68 0.84 0.88 0.89 0.16 0.35 0.28 0.39 0.11 0.02 Avail Cap(c_a), veh/h 96 1324 721 238 1495 808 528 717 608 338 717 608 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.3 30.0 30.0 53.0 30.4 30.5 26.2 26.0 25.2 34.8 23.5 22.7 Incr Delay (d2), s/veh 17.1 2.8 5.1 10.2 8.0 13.8 0.7 1.4 1.1 3.4 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.0 11.0 12.5 4.4 18.5 21.4 1.8 5.3 3.5 3.5 1.4 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 73.4 32.8 35.1 63.1 38.5 44.3 26.8 27.4 26.3 38.2 23.7 22.7 LnGrp LOS E C D E DDCCCDCC
Approach Vol, veh/h 1444 2175 507 222
Approach Delay, s/veh 35.2 41.9 26.9 32.4
Approach LOS DDCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.4 57.0 52.0 15.3 51.0 52.0
Change Period (Y+Rc), s 4.6 5.0 6.6 4.6 5.0 6.6
Max Green Setting (Gmax), s6.4 52.0 45.4 15.8 42.6 45.4 Max Q Clear Time (g_c+I1), s5.7 44.4 13.4 10.8 27.9 26.8 Green Ext Time (p_c), s 0.0 7.2 2.4 0.0 10.8 1.0
Intersection Summary
HCM 6th Ctrl Delay 37.4
HCM 6th LOS D

Page 305 of 506 ends

San Marino - Circulation Study 2019 Existing
14: Virginia Rd & Roanoke Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 14
Intersection
Intersection Delay, s/veh11.4
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 18 7 2 414 82 14
Future Vol, veh/h 18 7 2 414 82 14
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Heavy Vehicles, % 2 22222
Mvmt Flow 22 8 2 499 99 17
Number of Lanes 1 00110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach RightNB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.5 12.4 8.1

HCM LOS A B A

Lane NBLn1 EBLn1 SBLn1
Vol Left, % 0% 72% 0%
Vol Thru, % 100% 0% 85%
Vol Right, % 0% 28% 15%
Sign Control Stop Stop Stop
Traffic Vol by Lane 416 25 96
LT Vol 2 18 0
Through Vol 414 0 82
RT Vol 0 7 14
Lane Flow Rate 501 30 116
Geometry Grp 1 1 1
Degree of Util (X) 0.567 0.044 0.142
Departure Headway (Hd) 4.075 5.232 4.409
Convergence, Y/N Yes Yes Yes
Cap 877 687 817
Service Time 2.143 3.24 2.416
HCM Lane V/C Ratio 0.571 0.044 0.142
HCM Control Delay 12.4 8.5 8.1
HCM Lane LOS B A A
HCM 95th-tile Q 3.6 0.1 0.5

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San Marino - Circulation Study 2019 Existing
15: Alhambra Rd/Virginia Rd & Lorain Rd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 15
Intersection
Intersection Delay, s/veh14.7
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 64 2 61 156 230 5 150 43 59 42 11
Future Vol, veh/h 8 64 2 61 156 230 5 150 43 59 42 11
Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Heavy Vehicles, % 2 22222222222
Mvmt Flow 9 74 2 70 179 264 6 172 49 68 48 13
Number of Lanes 0 10010010010
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 9.7 17.9 11.7 10.6

HCM LOS A C B B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 3% 11% 14% 53%
Vol Thru, % 76% 86% 35% 38%
Vol Right, % 22% 3% 51% 10%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 198 74 447 112
LT Vol 5 8 61 59
Through Vol 150 64 156 42
RT Vol 43 2 230 11
Lane Flow Rate 228 85 514 129
Geometry Grp 1111
Degree of Util (X) 0.353 0.136 0.689 0.212
Departure Headway (Hd) 5.585 5.736 4.826 5.934
Convergence, Y/N Yes Yes Yes Yes
Cap 642 623 750 604
Service Time 3.631 3.789 2.862 3.987
HCM Lane V/C Ratio 0.355 0.136 0.685 0.214
HCM Control Delay 11.7 9.7 17.9 10.6
HCM Lane LOS B A C B
HCM 95th-tile Q 1.6 0.5 5.6 0.8

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San Marino - Circulation Study 2019 Existing
16: West Dr/Cambridge Rd & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 116 1253 61 87 1741 9 43 53 46 37 102 8 Future Volume (veh/h) 116 1253 61 87 1741 9 43 53 46 37 102 8 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 132 1424 69 99 1978 10 49 60 52 42 116 9 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 150 1985 96 123 2006 10 216 262 210 188 502 37 Arrive On Green 0.08 0.40 0.40 0.07 0.38 0.38 0.41 0.41 0.41 0.41 0.41 0.41 Sat Flow, veh/h 1781 4989 242 1781 5243 27 433 642 513 368 1230 91 Grp Volume(v), veh/h 132 972 521 99 1284 704 161 0 0 167 0 0 Grp Sat Flow(s),veh/h/ln1781 1702 1827 1781 1702 1866 1589 0 0 1689 0 0 Q Serve(g_s), s 8.8 28.9 28.9 6.6 44.9 44.9 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 8.8 28.9 28.9 6.6 44.9 44.9 7.0 0.0 0.0 7.0 0.0 0.0 Prop In Lane 1.00 0.13 1.00 0.01 0.30 0.32 0.25 0.05
Lane Grp Cap(c), veh/h 150 1354 727 123 1302 714 688 0 0 727 0 0 V/C Ratio(X) 0.88 0.72 0.72 0.81 0.99 0.99 0.23 0.00 0.00 0.23 0.00 0.00 Avail Cap(c_a), veh/h 150 1354 727 150 1302 714 688 0 0 727 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 54.4 30.5 30.5 55.1 36.7 36.7 23.1 0.0 0.0 23.1 0.0 0.0 Incr Delay (d2), s/veh 39.7 3.3 6.0 18.9 21.9 30.6 0.8 0.0 0.0 0.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln5.6 12.3 13.8 3.6 22.2 26.1 3.1 0.0 0.0 3.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 94.0 33.7 36.5 73.9 58.6 67.3 23.9 0.0 0.0 23.8 0.0 0.0 LnGrp LOS F C D E E E C A A C A A
Approach Vol, veh/h 1625 2087 161 167
Approach Delay, s/veh 39.5 62.3 23.9 23.8
Approach LOS D E C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s14.2 50.2 55.6 12.4 52.0 55.6
Change Period (Y+Rc), s 4.1 4.3 6.6 4.1 4.3 6.6
Max Green Setting (Gmax), s10.1 45.9 49.0 10.1 45.9 49.0 Max Q Clear Time (g_c+I1), s10.8 46.9 9.0 8.6 30.9 9.0
Green Ext Time (p_c), s 0.0 0.0 1.0 0.0 11.6 1.0
Intersection Summary
HCM 6th Ctrl Delay 50.0
HCM 6th LOS D

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San Marino - Circulation Study 2019 Existing
17: Allen Ave & California Blvd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 17
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 52 296 39 35 690 48 26 146 6 32 204 61 Future Volume (veh/h) 52 296 39 35 690 48 26 146 6 32 204 61 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 54 308 41 36 719 50 27 152 6 33 212 64 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, % 2 22222222222
Cap, veh/h 83 687 91 371 735 51 127 685 26 96 580 166
Arrive On Green 0.43 0.43 0.43 0.43 0.43 0.43 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 700 1616 215 1032 1729 120 185 1490 56 121 1260 361 Grp Volume(v), veh/h 54 0 349 36 0 769 185 0 0 309 0 0
Grp Sat Flow(s),veh/h/ln 700 0 1832 1032 0 1849 1731 0 0 1742 0 0 Q Serve(g_s), s 1.5 0.0 13.5 2.6 0.0 41.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 42.5 0.0 13.5 16.1 0.0 41.0 6.0 0.0 0.0 11.2 0.0 0.0 Prop In Lane 1.00 0.12 1.00 0.07 0.15 0.03 0.11 0.21
Lane Grp Cap(c), veh/h 83 0 778 371 0 786 838 0 0 841 0 0 V/C Ratio(X) 0.65 0.00 0.45 0.10 0.00 0.98 0.22 0.00 0.00 0.37 0.00 0.00 Avail Cap(c_a), veh/h 83 0 778 371 0 786 838 0 0 841 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 49.8 0.0 20.4 26.1 0.0 28.3 16.2 0.0 0.0 17.6 0.0 0.0 Incr Delay (d2), s/veh 33.5 0.0 1.9 0.5 0.0 27.3 0.6 0.0 0.0 1.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.1 0.0 6.0 0.7 0.0 23.2 2.6 0.0 0.0 4.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 83.4 0.0 22.3 26.7 0.0 55.6 16.8 0.0 0.0 18.8 0.0 0.0 LnGrp LOS F A C C AEBAABAA
Approach Vol, veh/h 403 805 185 309
Approach Delay, s/veh 30.5 54.3 16.8 18.8
Approach LOS C D B B
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 48.4 51.6 48.4 51.6
Change Period (Y+Rc), s 5.9 5.6 5.9 5.6
Max Green Setting (Gmax), s 42.5 46.0 42.5 46.0
Max Q Clear Time (g_c+I1), s 43.0 13.2 44.5 8.0
Green Ext Time (p_c), s 0.0 2.1 0.0 1.2
Intersection Summary
HCM 6th Ctrl Delay 38.2
HCM 6th LOS D

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San Marino - Circulation Study 2019 Existing
18: Allen Ave & Orlando Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 18
Intersection
Intersection Delay, s/veh10.7
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 14 40 11 17 144 144 3 11 3 116 98 51 Future Vol, veh/h 14 40 11 17 144 144 3 11 3 116 98 51
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 2 22222222222
Mvmt Flow 15 44 12 19 158 158 3 12 3 127 108 56
Number of Lanes 0 10010010010
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 8.7 10.9 8.4 11.1

HCM LOS A B A B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 18% 22% 6% 44%
Vol Thru, % 65% 62% 47% 37%
Vol Right, % 18% 17% 47% 19%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 17 65 305 265
LT Vol 3 14 17 116
Through Vol 11 40 144 98
RT Vol 3 11 144 51
Lane Flow Rate 19 71 335 291
Geometry Grp 1111
Degree of Util (X) 0.027 0.1 0.422 0.394
Departure Headway (Hd) 5.203 5.054 4.53 4.868
Convergence, Y/N Yes Yes Yes Yes
Cap 681 704 791 734
Service Time 3.291 3.126 2.58 2.93
HCM Lane V/C Ratio 0.028 0.101 0.424 0.396
HCM Control Delay 8.4 8.7 10.9 11.1
HCM Lane LOS AABB
HCM 95th-tile Q 0.1 0.3 2.1 1.9

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San Marino - Circulation Study 2019 Existing
19: Oxford Rd & Euston Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 19
Intersection
Intersection Delay, s/veh10.1
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 98 68 2 18 121 0 2 95 54 7 69 54
Future Vol, veh/h 98 68 2 18 121 0 2 95 54 7 69 54
Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles, % 2 22222222222
Mvmt Flow 126 87 3 23 155 0 3 122 69 9 88 69
Number of Lanes 0 10010010010
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 10.7 10.1 9.9 9.6

HCM LOS B B A A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 1% 58% 13% 5%
Vol Thru, % 63% 40% 87% 53%
Vol Right, % 36% 1% 0% 42%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 151 168 139 130
LT Vol 2 98 18 7
Through Vol 95 68 121 69
RT Vol 54 2 0 54
Lane Flow Rate 194 215 178 167
Geometry Grp 1111
Degree of Util (X) 0.271 0.315 0.259 0.234
Departure Headway (Hd) 5.041 5.258 5.228 5.056
Convergence, Y/N Yes Yes Yes Yes
Cap 714 685 688 712
Service Time 3.06 3.28 3.258 3.076
HCM Lane V/C Ratio 0.272 0.314 0.259 0.235
HCM Control Delay 9.9 10.7 10.1 9.6
HCM Lane LOS ABBA
HCM 95th-tile Q 1.1 1.3 1 0.9

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San Marino - Circulation Study 2019 Existing
20: Sierra Madre Blvd & California Blvd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 20
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 45 226 17 27 620 29 63 1026 33 19 696 54 Future Volume (veh/h) 45 226 17 27 620 29 63 1026 33 19 696 54 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 47 235 18 28 646 30 66 1069 34 20 725 56 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, % 2 22222222222
Cap, veh/h 185 784 60 492 811 38 85 1308 42 31 1091 84
Arrive On Green 0.46 0.46 0.46 0.46 0.46 0.46 0.05 0.37 0.37 0.02 0.33 0.33 Sat Flow, veh/h 763 1715 131 1127 1773 82 1781 3515 112 1781 3343 258 Grp Volume(v), veh/h 47 0 253 28 0 676 66 540 563 20 385 396 Grp Sat Flow(s),veh/h/ln 763 0 1847 1127 0 1856 1781 1777 1850 1781 1777 1824 Q Serve(g_s), s 5.5 0.0 8.4 1.6 0.0 30.4 3.6 26.8 26.8 1.1 18.2 18.3 Cycle Q Clear(g_c), s 35.9 0.0 8.4 10.0 0.0 30.4 3.6 26.8 26.8 1.1 18.2 18.3 Prop In Lane 1.00 0.07 1.00 0.04 1.00 0.06 1.00 0.14
Lane Grp Cap(c), veh/h 185 0 844 492 0 848 85 661 689 31 580 595 V/C Ratio(X) 0.25 0.00 0.30 0.06 0.00 0.80 0.78 0.82 0.82 0.65 0.66 0.66 Avail Cap(c_a), veh/h 185 0 844 492 0 848 126 661 689 95 580 595 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.0 0.0 16.7 19.8 0.0 22.6 46.0 27.7 27.7 47.8 28.3 28.3 Incr Delay (d2), s/veh 3.3 0.0 0.9 0.2 0.0 7.7 8.6 10.8 10.4 8.5 5.9 5.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.2 0.0 3.7 0.4 0.0 14.4 1.8 13.0 13.4 0.6 8.5 8.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.2 0.0 17.6 20.0 0.0 30.3 54.7 38.4 38.1 56.2 34.2 34.1 LnGrp LOS D A B C A CDDDECC
Approach Vol, veh/h 300 704 1169 801
Approach Delay, s/veh 21.3 29.9 39.2 34.7
Approach LOS CCDC
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 50.2 10.8 36.8 50.2 6.3 41.3
Change Period (Y+Rc), s * 5.5 6.1 4.9 * 5.5 4.6 * 4.9
Max Green Setting (Gmax), s * 45 6.9 31.9 * 45 5.2 * 36 Max Q Clear Time (g_c+I1), s 32.4 5.6 20.3 37.9 3.1 28.8 Green Ext Time (p_c), s 2.6 0.0 5.0 0.7 0.0 4.7
Intersection Summary
HCM 6th Ctrl Delay 34.0
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Page 312 of 506 ends

San Marino - Circulation Study 2019 Existing
21: San Marino Ave & Lombardy Rd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 21
Intersection
Int Delay, s/veh 45.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 19 3 17 76 56 17 1093 4 9 731 14
Future Vol, veh/h 0 19 3 17 76 56 17 1093 4 9 731 14
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 20 3 18 78 58 18 1127 4 9 754 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 2012 1946 761 1956 1951 1129 768 0 0 1131 0 0 Stage 1 779 779 - 1165 1165 -------
Stage 2 1233 1167 - 791 786 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 44 65 405 48 ~ 64 248 846 - - 618 - - Stage 1 389 406 - 237 268 -------
Stage 2 216 268 - 383 403 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - 60 405 34 ~ 59 248 846 - - 618 - - Mov Cap-2 Maneuver - 60 - 34 ~ 59 -------
Stage 1 367 396 - 223 253 -------
Stage 2 108 253 - 352 393 -------
Approach EB WB NB SB
HCM Control Delay, s $ 618.2 0.1 0.1

HCM LOS - F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 846 - - - 74 618 - -
HCM Lane V/C Ratio 0.021 - - - 2.076 0.015 - -
HCM Control Delay (s) 9.3 0 - -$ 618.2 10.9 0 -
HCM Lane LOS A A - - F B A -
HCM 95th %tile Q(veh) 0.1 - - - 14.1 0 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

Page 313 of 506 ends

San Marino - Circulation Study 2019 Existing
22: Sierra Madre Blvd & Robles Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 22
Intersection
Int Delay, s/veh 8.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 16 39 36 109 12 1085 17 1 732 1
Future Vol, veh/h 0 0 16 39 36 109 12 1085 17 1 732 1
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 125 --------
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, % 2 22222222222
Mvmt Flow 0 0 17 41 38 114 13 1130 18 1 763 1
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 382 1549 1931 574 764 0 0 1148 0 0 Stage 1 - - - 1165 1165 -------
Stage 2 - - - 384 766 -------
Critical Hdwy - - 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 - - - 6.54 5.54 -------
Critical Hdwy Stg 2 - - - 6.54 5.54 -------
Follow-up Hdwy - - 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 0 0 616 77 65 462 845 - - 604 - -
Stage 1 0 0 - 206 267 -------
Stage 2 0 0 - 611 410 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 616 72 62 462 845 - - 604 - -
Mov Cap-2 Maneuver - - - 72 62 -------
Stage 1 - - - 197 256 -------
Stage 2 - - - 593 409 -------
Approach EB WB NB SB
HCM Control Delay, s 11 89.8 0.3 0

HCM LOS B F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 845 - - 616 72 178 604 - -
HCM Lane V/C Ratio 0.015 - - 0.027 0.564 0.849 0.002 - - HCM Control Delay (s) 9.3 0.2 - 11 106.3 85.4 11 0 -
HCM Lane LOS A A - B F F B A -
HCM 95th %tile Q(veh) 0 - - 0.1 2.4 6 0 - -

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San Marino - Circulation Study 2019 Existing
23: San Marino Ave/San Marino Ave/Sierra Madre Blvd & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 23
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 474 868 47 24 1275 65 135 482 27 78 269 470 Future Volume (veh/h) 474 868 47 24 1275 65 135 482 27 78 269 470 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 510 933 51 26 1371 70 145 518 29 84 289 505 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, % 222222222222
Cap, veh/h 158 1094 340 107 946 294 171 1635 91 164 1685 752 Arrive On Green 0.09 0.21 0.21 0.06 0.19 0.19 0.10 0.48 0.48 0.09 0.47 0.47 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 3422 191 1781 3554 1585 Grp Volume(v), veh/h 510 933 51 26 1371 70 145 269 278 84 289 505 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1777 1836 1781 1777 1585 Q Serve(g_s), s 12.0 23.7 3.5 1.9 25.0 5.1 10.8 12.5 12.6 6.1 6.3 33.2 Cycle Q Clear(g_c), s 12.0 23.7 3.5 1.9 25.0 5.1 10.8 12.5 12.6 6.1 6.3 33.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 158 1094 340 107 946 294 171 849 878 164 1685 752 V/C Ratio(X) 3.22 0.85 0.15 0.24 1.45 0.24 0.85 0.32 0.32 0.51 0.17 0.67 Avail Cap(c_a), veh/h 158 1094 340 172 946 294 172 849 878 172 1685 752 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 61.5 51.0 43.0 60.5 55.0 46.9 60.0 21.7 21.7 58.4 20.3 27.4 Incr Delay (d2), s/veh 1015.0 8.5 0.9 0.4 208.2 1.9 29.5 1.0 1.0 0.9 0.2 4.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 50.1 11.0 1.5 0.9 28.9 2.2 6.3 5.5 5.7 2.8 2.7 13.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 1076.5 59.4 44.0 60.9 263.1 48.8 89.5 22.6 22.6 59.3 20.5 32.1 LnGrp LOS F E D E F D F C C E C C
Approach Vol, veh/h 1494 1467 692 878
Approach Delay, s/veh 406.1 249.3 36.6 30.9
Approach LOS F F D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.6 30.2 17.0 71.1 12.7 34.1 17.5 70.6 Change Period (Y+Rc), s 4.6 5.2 4.6 6.6 4.6 5.2 4.6 6.6 Max Green Setting (Gmax), s 12.0 25.0 13.0 64.0 13.0 24.0 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 27.0 8.1 14.6 3.9 25.7 12.8 35.2 Green Ext Time (p_c), s 0.0 0.0 0.0 6.6 0.0 0.0 0.0 7.6 Intersection Summary
HCM 6th Ctrl Delay 226.2
HCM 6th LOS F

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San Marino - Circulation Study 2019 Existing
24: San Marino Ave & Lorain Rd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 24
Intersection
Intersection Delay, s/veh141.3
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 57 152 46 32 327 70 99 372 80 8 223 37 Future Vol, veh/h 57 152 46 32 327 70 99 372 80 8 223 37 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 2 22222222222
Mvmt Flow 66 177 53 37 380 81 115 433 93 9 259 43
Number of Lanes 0 10010010010
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 38.6 123.4 251.6 40.9

HCM LOS E F F E

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 18% 22% 7% 3%
Vol Thru, % 68% 60% 76% 83%
Vol Right, % 15% 18% 16% 14%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 551 255 429 268
LT Vol 99 57 32 8
Through Vol 372 152 327 223
RT Vol 80 46 70 37
Lane Flow Rate 641 297 499 312
Geometry Grp 1111
Degree of Util (X) 1.478 0.735 1.147 0.764
Departure Headway (Hd) 8.869 10.799 9.588 10.598
Convergence, Y/N Yes Yes Yes Yes
Cap 416 338 384 346
Service Time 6.869 8.799 7.588 8.598
HCM Lane V/C Ratio 1.541 0.879 1.299 0.902
HCM Control Delay 251.6 38.6 123.4 40.9
HCM Lane LOS F E F E
HCM 95th-tile Q 31.4 5.5 16.6 6.1

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San Marino - Circulation Study 2019 Existing
25: Winston Ave & California Blvd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 25
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 261 24 4 654 3 8 19 24 0 5 3
Future Vol, veh/h 2 261 24 4 654 3 8 19 24 0 5 3
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 125 - - 125 --------
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, % 2 22222222222
Mvmt Flow 2 290 27 4 727 3 9 21 27 0 6 3
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 730 0 0 317 0 0 1049 1046 304 1069 1058 729 Stage 1 - - - - - - 308 308 - 737 737 -
Stage 2 - - - - - - 741 738 - 332 321 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 874 - - 1243 - - 205 228 736 199 225 423 Stage 1 - - - - - - 702 660 - 410 425 -
Stage 2 - - - - - - 408 424 - 681 652 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 874 - - 1243 - - 199 227 736 177 224 423 Mov Cap-2 Maneuver - - - - - - 199 227 - 177 224 -
Stage 1 - - - - - - 701 659 - 409 424 -
Stage 2 - - - - - - 398 423 - 634 651 -
Approach EB WB NB SB
HCM Control Delay, s 0.1 0 18.4 18.7

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 326 874 - - 1243 - - 272
HCM Lane V/C Ratio 0.174 0.003 - - 0.004 - - 0.033
HCM Control Delay (s) 18.4 9.1 - - 7.9 - - 18.7
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 0.6 0 - - 0 - - 0.1

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San Marino - Circulation Study 2019 Existing
26: Winston Ave & Robles Ave Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 26
Intersection
Intersection Delay, s/veh 9.9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 11 5 53 36 1 142 81 69 3 44 8
Future Vol, veh/h 2 11 5 53 36 1 142 81 69 3 44 8
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, % 222222222222
Mvmt Flow 2 14 6 65 44 1 175 100 85 4 54 10
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 8.1 9 10.6 8

HCM LOS AABA

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 49% 11% 59% 5%
Vol Thru, % 28% 61% 40% 80%
Vol Right, % 24% 28% 1% 15%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 292 18 90 55
LT Vol 142 2 53 3
Through Vol 81 11 36 44
RT Vol 69 5 1 8
Lane Flow Rate 360 22 111 68
Geometry Grp 1111
Degree of Util (X) 0.431 0.03 0.155 0.086
Departure Headway (Hd) 4.308 4.905 5.034 4.583
Convergence, Y/N Yes Yes Yes Yes
Cap 836 728 712 782
Service Time 2.328 2.946 3.067 2.612
HCM Lane V/C Ratio 0.431 0.03 0.156 0.087
HCM Control Delay 10.6 8.1 9 8
HCM Lane LOS BAAA
HCM 95th-tile Q 2.2 0.1 0.5 0.3

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San Marino - Circulation Study 2019 Existing
27: Del Mar Ave & Huntington Dr Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 27
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 77 839 45 112 1330 121 74 404 84 55 79 38 Future Volume (veh/h) 77 839 45 112 1330 121 74 404 84 55 79 38 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 89 964 52 129 1529 139 85 464 97 63 91 44 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 114 2197 118 161 2396 744 422 615 521 159 361 186 Arrive On Green 0.06 0.44 0.44 0.09 0.47 0.47 0.33 0.33 0.33 0.33 0.33 0.33 Sat Flow, veh/h 1781 4959 267 1781 5106 1585 1254 1870 1585 257 1099 567 Grp Volume(v), veh/h 89 661 355 129 1529 139 85 464 97 74 0 124 Grp Sat Flow(s),veh/h/ln1781 1702 1822 1781 1702 1585 1254 1870 1585 323 0 1600 Q Serve(g_s), s 4.4 12.0 12.0 6.3 20.2 4.5 4.7 19.7 3.9 6.2 0.0 5.0 Cycle Q Clear(g_c), s 4.4 12.0 12.0 6.3 20.2 4.5 9.7 19.7 3.9 25.9 0.0 5.0 Prop In Lane 1.00 0.15 1.00 1.00 1.00 1.00 0.85 0.35
Lane Grp Cap(c), veh/h 114 1508 807 161 2396 744 422 615 521 181 0 526 V/C Ratio(X) 0.78 0.44 0.44 0.80 0.64 0.19 0.20 0.75 0.19 0.41 0.00 0.24 Avail Cap(c_a), veh/h 198 1508 807 326 2396 744 799 1176 997 458 0 1006 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 41.1 17.1 17.2 39.7 17.9 13.7 25.3 26.7 21.4 36.0 0.0 21.8 Incr Delay (d2), s/veh 4.3 0.9 1.7 3.5 1.3 0.6 0.2 1.9 0.2 1.5 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.0 4.7 5.2 2.9 7.7 1.7 1.4 8.8 1.4 1.6 0.0 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.4 18.1 18.9 43.2 19.2 14.3 25.5 28.6 21.6 37.5 0.0 22.0 LnGrp LOS D B B D B B CCCDAC
Approach Vol, veh/h 1105 1797 646 198
Approach Delay, s/veh 20.5 20.6 27.1 27.8
Approach LOS CCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.8 46.1 33.2 12.1 43.8 33.2
Change Period (Y+Rc), s 4.1 4.3 3.9 4.1 4.3 3.9
Max Green Setting (Gmax), s9.9 41.8 56.0 16.3 35.4 56.0 Max Q Clear Time (g_c+I1), s6.4 22.2 21.7 8.3 14.0 27.9 Green Ext Time (p_c), s 0.0 15.3 3.9 0.1 10.7 1.4
Intersection Summary
HCM 6th Ctrl Delay 22.1
HCM 6th LOS C

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San Marino - Circulation Study 2019 Existing
28: Del Mar Ave & Lorain Rd Timing Plan: AM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 28
Intersection
Intersection Delay, s/veh69.6
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 60 17 116 19 318 116 46 415 39 22 164 15 Future Vol, veh/h 60 17 116 19 318 116 46 415 39 22 164 15 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, % 2 22222222222
Mvmt Flow 72 20 140 23 383 140 55 500 47 27 198 18
Number of Lanes 0 11011011011
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 2 2 2 2
HCM Control Delay 15.2 41 136.2 20.8

HCM LOS C E F C

Lane NBLn1 NBLn2 EBLn1 EBLn2WBLn1WBLn2 SBLn1 SBLn2
Vol Left, % 10% 0% 78% 0% 6% 0% 12% 0%
Vol Thru, % 90% 0% 22% 0% 94% 0% 88% 0%
Vol Right, % 0% 100% 0% 100% 0% 100% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 461 39 77 116 337 116 186 15
LT Vol 46 0 60 0 19 0 22 0
Through Vol 415 0 17 0 318 0 164 0
RT Vol 0 39 0 116 0 116 0 15
Lane Flow Rate 555 47 93 140 406 140 224 18
Geometry Grp 77777777
Degree of Util (X) 1.23 0.094 0.233 0.309 0.894 0.28 0.531 0.039 Departure Headway (Hd) 7.973 7.2 9.77 8.628 8.504 7.749 9.07 8.276 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 455 498 370 419 430 467 401 435
Service Time 5.714 4.94 7.47 6.328 6.204 5.449 6.77 5.976 HCM Lane V/C Ratio 1.22 0.094 0.251 0.334 0.944 0.3 0.559 0.041 HCM Control Delay 146.8 10.7 15.4 15.1 50.5 13.4 21.6 11.3 HCM Lane LOS F B C C F B C B
HCM 95th-tile Q 22.2 0.3 0.9 1.3 9.4 1.1 3 0.1

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San Marino - Circulation Study 2019 Existing
29: Huntington Dr & Bradbury Rd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 29
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 103 910 21 18 1463 2 117 13 18 3 10 58 Future Volume (veh/h) 103 910 21 18 1463 2 117 13 18 3 10 58 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 126 1110 26 22 1784 2 143 16 22 4 12 71 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 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 155 2080 49 40 2313 3 523 60 72 203 588 682
Arrive On Green 0.09 0.41 0.41 0.02 0.35 0.35 0.43 0.43 0.43 0.43 0.43 0.43 Sat Flow, veh/h 1781 5133 120 1781 6687 7 1078 139 168 376 1367 1585 Grp Volume(v), veh/h 126 736 400 22 1287 499 181 0 0 16 0 71 Grp Sat Flow(s),veh/h/ln1781 1702 1849 1781 1609 1869 1385 0 0 1743 0 1585 Q Serve(g_s), s 7.6 17.9 17.9 1.3 26.0 26.0 8.7 0.0 0.0 0.0 0.0 2.9 Cycle Q Clear(g_c), s 7.6 17.9 17.9 1.3 26.0 26.0 9.2 0.0 0.0 0.5 0.0 2.9 Prop In Lane 1.00 0.07 1.00 0.00 0.79 0.12 0.25 1.00
Lane Grp Cap(c), veh/h 155 1380 749 40 1669 646 655 0 0 791 0 682 V/C Ratio(X) 0.81 0.53 0.53 0.55 0.77 0.77 0.28 0.00 0.00 0.02 0.00 0.10 Avail Cap(c_a), veh/h 263 1615 877 93 1856 719 655 0 0 791 0 682 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 49.0 24.6 24.6 52.8 31.9 31.9 20.3 0.0 0.0 17.9 0.0 18.5 Incr Delay (d2), s/veh 9.7 0.3 0.6 11.5 1.9 4.7 1.0 0.0 0.0 0.0 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 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.8 7.2 7.9 0.7 10.2 12.4 3.2 0.0 0.0 0.2 0.0 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 58.6 25.0 25.2 64.3 33.7 36.5 21.3 0.0 0.0 17.9 0.0 18.8 LnGrp LOS E C C E C D C AABAB
Approach Vol, veh/h 1262 1808 181 87
Approach Delay, s/veh 28.4 34.9 21.3 18.7
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.0 48.6 53.6 13.5 42.1 53.6
Change Period (Y+Rc), s 4.6 4.3 6.6 4.0 4.3 6.6
Max Green Setting (Gmax), s5.7 51.8 47.0 16.1 42.0 47.0 Max Q Clear Time (g_c+I1), s3.3 19.9 4.9 9.6 28.0 11.2
Green Ext Time (p_c), s 0.0 9.3 0.3 0.1 9.8 1.2
Intersection Summary
HCM 6th Ctrl Delay 31.3
HCM 6th LOS C

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San Marino - Circulation Study 2019 Existing
32: San Gabriel Blvd & California Blvd Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing AM Peak Hour Page 30
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 139 85 25 509 160 154 1453 20 15 657 25 Future Volume (veh/h) 51 139 85 25 509 160 154 1453 20 15 657 25 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 55 151 92 27 553 174 167 1579 22 16 714 27 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 171 424 258 405 728 617 369 1577 22 106 1334 50 Arrive On Green 0.39 0.39 0.39 0.39 0.39 0.39 0.08 0.44 0.44 0.02 0.38 0.38 Sat Flow, veh/h 728 1088 663 1137 1870 1585 1781 3588 50 1781 3491 132 Grp Volume(v), veh/h 55 0 243 27 553 174 167 781 820 16 363 378 Grp Sat Flow(s),veh/h/ln 728 0 1751 1137 1870 1585 1781 1777 1861 1781 1777 1847 Q Serve(g_s), s 6.9 0.0 9.6 1.7 25.0 7.3 5.3 42.8 42.8 0.5 15.5 15.5 Cycle Q Clear(g_c), s 31.9 0.0 9.6 11.3 25.0 7.3 5.3 42.8 42.8 0.5 15.5 15.5 Prop In Lane 1.00 0.38 1.00 1.00 1.00 0.03 1.00 0.07
Lane Grp Cap(c), veh/h 171 0 682 405 728 617 369 781 818 106 679 706 V/C Ratio(X) 0.32 0.00 0.36 0.07 0.76 0.28 0.45 1.00 1.00 0.15 0.53 0.54 Avail Cap(c_a), veh/h 171 0 682 405 728 617 456 781 818 167 679 706 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.6 0.0 21.1 25.1 25.8 20.4 16.7 27.3 27.3 24.8 23.4 23.4 Incr Delay (d2), s/veh 0.4 0.0 0.1 0.3 7.3 1.1 0.9 32.2 31.9 0.6 1.1 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.2 0.0 3.9 0.5 12.2 2.9 2.1 24.1 25.2 0.2 6.5 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.0 0.0 21.2 25.4 33.1 21.5 17.5 59.5 59.2 25.4 24.4 24.4 LnGrp LOS D A CCCCBEFCCC
Approach Vol, veh/h 298 754 1768 757
Approach Delay, s/veh 24.7 30.1 55.4 24.4
Approach LOS C C E C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 43.4 11.9 42.1 43.4 6.3 47.7
Change Period (Y+Rc), s * 5.5 4.5 4.9 * 5.5 4.5 * 4.9
Max Green Setting (Gmax), s * 38 12.1 35.1 * 38 5.1 * 43 Max Q Clear Time (g_c+I1), s 27.0 7.3 17.5 33.9 2.5 44.8 Green Ext Time (p_c), s 2.2 0.2 6.0 0.5 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 41.0
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Page 322 of 506 ends

PM Peak Hour

Page 323 of 506 ends

San Marino - Circulation Study 2019 Existing
1: Los Robles Ave & Mission St Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 81 383 9 17 297 49 24 472 12 38 642 97 Future Volume (veh/h) 81 383 9 17 297 49 24 472 12 38 642 97 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 88 416 10 18 323 53 26 513 13 41 698 105 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 186 541 13 47 369 58 65 1043 26 437 983 148
Arrive On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.62 0.62 0.62 0.62 0.62 0.62 Sat Flow, veh/h 1007 1819 44 24 1239 196 42 1686 42 877 1588 239 Grp Volume(v), veh/h 88 0 426 394 0 0 552 0 0 41 0 803
Grp Sat Flow(s),veh/h/ln 1007 0 1862 1460 0 0 1770 0 0 877 0 1827 Q Serve(g_s), s 0.5 0.0 19.9 5.7 0.0 0.0 0.3 0.0 0.0 0.0 0.0 28.5 Cycle Q Clear(g_c), s 26.0 0.0 19.9 25.5 0.0 0.0 28.8 0.0 0.0 6.4 0.0 28.5 Prop In Lane 1.00 0.02 0.05 0.13 0.05 0.02 1.00 0.13
Lane Grp Cap(c), veh/h 186 0 554 474 0 0 1135 0 0 437 0 1131 V/C Ratio(X) 0.47 0.00 0.77 0.83 0.00 0.00 0.49 0.00 0.00 0.09 0.00 0.71 Avail Cap(c_a), veh/h 235 0 645 559 0 0 1135 0 0 437 0 1131 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.2 0.0 30.5 31.3 0.0 0.0 9.9 0.0 0.0 8.1 0.0 12.4 Incr Delay (d2), s/veh 0.7 0.0 3.9 7.8 0.0 0.0 1.5 0.0 0.0 0.4 0.0 3.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 9.3 9.7 0.0 0.0 6.1 0.0 0.0 0.4 0.0 11.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.9 0.0 34.4 39.1 0.0 0.0 11.3 0.0 0.0 8.6 0.0 16.2 LnGrp LOS C A C D AABAAAAB
Approach Vol, veh/h 514 394 552 844
Approach Delay, s/veh 34.3 39.1 11.3 15.8
Approach LOS C D B B
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 63.0 32.3 63.0 32.3
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 59.0 33.0 59.0 33.0
Max Q Clear Time (g_c+I1), s 30.8 28.0 30.5 27.5
Green Ext Time (p_c), s 0.7 0.3 1.1 0.3
Intersection Summary
HCM 6th Ctrl Delay 22.8
HCM 6th LOS C

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San Marino - Circulation Study 2019 Existing
2: Los Robles Ave & Monterey Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 43 330 24 34 250 13 20 446 23 4 623 21 Future Volume (veh/h) 43 330 24 34 250 13 20 446 23 4 623 21 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 45 344 25 35 260 14 21 465 24 4 649 22 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, % 2 22222222222
Cap, veh/h 82 418 29 78 414 21 66 1091 55 44 1159 39
Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.65 0.65 0.65 0.65 0.65 0.65 Sat Flow, veh/h 128 1540 107 114 1523 78 33 1689 85 2 1794 61 Grp Volume(v), veh/h 414 0 0 309 0 0 510 0 0 675 0 0
Grp Sat Flow(s),veh/h/ln1775 0 0 1715 0 0 1807 0 0 1857 0 0 Q Serve(g_s), s 5.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 18.7 0.0 0.0 13.1 0.0 0.0 11.4 0.0 0.0 17.2 0.0 0.0 Prop In Lane 0.11 0.06 0.11 0.05 0.04 0.05 0.01 0.03
Lane Grp Cap(c), veh/h 529 0 0 513 0 0 1211 0 0 1242 0 0 V/C Ratio(X) 0.78 0.00 0.00 0.60 0.00 0.00 0.42 0.00 0.00 0.54 0.00 0.00 Avail Cap(c_a), veh/h 830 0 0 809 0 0 1211 0 0 1242 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 29.2 0.0 0.0 27.2 0.0 0.0 7.4 0.0 0.0 8.4 0.0 0.0 Incr Delay (d2), s/veh 2.6 0.0 0.0 1.1 0.0 0.0 1.1 0.0 0.0 1.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln8.1 0.0 0.0 5.5 0.0 0.0 4.2 0.0 0.0 6.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.8 0.0 0.0 28.3 0.0 0.0 8.4 0.0 0.0 10.1 0.0 0.0 LnGrp LOS C A A C AAAAABAA
Approach Vol, veh/h 414 309 510 675
Approach Delay, s/veh 31.8 28.3 8.4 10.1
Approach LOS C C A B
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 59.0 26.1 59.0 26.1
Change Period (Y+Rc), s 4.0 3.0 4.0 3.0
Max Green Setting (Gmax), s 55.0 38.0 55.0 38.0
Max Q Clear Time (g_c+I1), s 13.4 20.7 19.2 15.1
Green Ext Time (p_c), s 0.6 2.5 0.8 1.9
Intersection Summary
HCM 6th Ctrl Delay 17.3
HCM 6th LOS B

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3: Los Robles Ave & Wilson Ave Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 120 12 471 74 5 675
Future Volume (veh/h) 120 12 471 74 5 675
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 128 13 501 79 5 718
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 2 22222
Cap, veh/h 160 16 1494 1266 43 1488
Arrive On Green 0.10 0.10 0.80 0.80 0.80 0.80
Sat Flow, veh/h 1588 161 1870 1585 3 1864
Grp Volume(v), veh/h 142 0 501 79 723 0
Grp Sat Flow(s),veh/h/ln1762 0 1870 1585 1867 0
Q Serve(g_s), s 7.1 0.0 6.6 0.9 0.0 0.0
Cycle Q Clear(g_c), s 7.1 0.0 6.6 0.9 11.4 0.0
Prop In Lane 0.90 0.09 1.00 0.01
Lane Grp Cap(c), veh/h 178 0 1494 1266 1531 0
V/C Ratio(X) 0.80 0.00 0.34 0.06 0.47 0.00
Avail Cap(c_a), veh/h 384 0 1494 1266 1531 0
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 1.00 0.00
Uniform Delay (d), s/veh 39.4 0.0 2.5 1.9 3.0 0.0
Incr Delay (d2), s/veh 8.0 0.0 0.6 0.1 1.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln3.4 0.0 1.7 0.2 3.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 47.3 0.0 3.1 2.0 4.0 0.0
LnGrp LOS D AAAAA
Approach Vol, veh/h 142 580 723
Approach Delay, s/veh 47.3 2.9 4.0
Approach LOS D A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 76.0 76.0 13.5
Change Period (Y+Rc), s 4.5 4.5 4.5
Max Green Setting (Gmax), s 71.5 71.5 19.5
Max Q Clear Time (g_c+I1), s 8.6 13.4 9.1
Green Ext Time (p_c), s 0.5 0.8 0.2
Intersection Summary
HCM 6th Ctrl Delay 7.8
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement.

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San Marino - Circulation Study 2019 Existing
4: Huntington Dr & Los Robles Ave Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 91 1561 9 480 866 44 0 417 463 104 708 31 Future Volume (veh/h) 91 1561 9 480 866 44 0 417 463 104 708 31 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 94 1609 9 495 893 0 0 390 504 107 730 32 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, % 2 22222022222
Cap, veh/h 120 1708 10 435 1964 0 506 858 227 1306 57
Arrive On Green 0.07 0.33 0.33 0.13 0.38 0.00 0.00 0.27 0.27 0.06 0.38 0.38 Sat Flow, veh/h 1781 5240 29 3456 5274 0 0 1870 3170 1781 3468 152 Grp Volume(v), veh/h 94 1045 573 495 893 0 0 390 504 107 374 388 Grp Sat Flow(s),veh/h/ln1781 1702 1865 1728 1702 0 0 1870 1585 1781 1777 1843 Q Serve(g_s), s 4.7 27.0 27.0 11.4 11.8 0.0 0.0 17.4 12.5 3.8 15.0 15.0 Cycle Q Clear(g_c), s 4.7 27.0 27.0 11.4 11.8 0.0 0.0 17.4 12.5 3.8 15.0 15.0 Prop In Lane 1.00 0.02 1.00 0.00 0.00 1.00 1.00 0.08
Lane Grp Cap(c), veh/h 120 1110 608 435 1964 0 506 858 227 669 694 V/C Ratio(X) 0.78 0.94 0.94 1.14 0.45 0.00 0.77 0.59 0.47 0.56 0.56 Avail Cap(c_a), veh/h 193 1110 608 435 1964 0 1116 1892 227 1249 1295 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.6 29.7 29.7 39.5 20.8 0.0 0.0 30.4 28.6 23.0 22.3 22.3 Incr Delay (d2), s/veh 4.2 16.2 24.7 86.2 0.8 0.0 0.0 2.5 0.6 0.6 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 13.1 15.8 10.0 4.7 0.0 0.0 8.0 4.7 1.6 6.2 6.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.8 45.9 54.4 125.7 21.5 0.0 0.0 32.9 29.3 23.5 23.0 23.0 LnGrp LOS D D D F C A CCCCC
Approach Vol, veh/h 1712 1388 A 894 869
Approach Delay, s/veh 48.7 58.7 30.9 23.1
Approach LOS D E C C
Timer - Assigned Phs 1 23456 8
Phs Duration (G+Y+Rc), s10.7 40.8 9.6 29.4 16.0 35.5 39.0 Change Period (Y+Rc), s 4.6 6.0 4.6 4.9 4.6 6.0 4.9
Max Green Setting (Gmax), s9.8 31.1 5.0 54.0 11.4 29.5 63.6 Max Q Clear Time (g_c+I1), s6.7 13.8 5.8 19.4 13.4 29.0 17.0 Green Ext Time (p_c), s 0.0 8.5 0.0 5.1 0.0 0.4 5.6
Intersection Summary
HCM 6th Ctrl Delay 43.7
HCM 6th LOS D
Notes
User approved volume balancing among the lanes for turning movement.

Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay.

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San Marino - Circulation Study 2019 Existing
5: El Molino Ave & Mission St Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 5
Intersection
Intersection Delay, s/veh25.6
Intersection LOS D
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 189 259 170 222 298 194
Future Vol, veh/h 189 259 170 222 298 194
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93
Heavy Vehicles, % 2 22222
Mvmt Flow 203 278 183 239 320 209
Number of Lanes 1 10110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 2 0
Conflicting Approach RightNB EB
Conflicting Lanes Right 1 0 2
HCM Control Delay 15.8 25.4 34.8

HCM LOS C D D

Lane NBLn1 EBLn1 EBLn2 SBLn1
Vol Left, % 43% 100% 0% 0%
Vol Thru, % 57% 0% 0% 61%
Vol Right, % 0% 0% 100% 39%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 392 189 259 492
LT Vol 170 189 0 0
Through Vol 222 0 0 298
RT Vol 0 0 259 194
Lane Flow Rate 422 203 278 529
Geometry Grp 2772
Degree of Util (X) 0.739 0.432 0.497 0.86
Departure Headway (Hd) 6.315 7.656 6.427 5.851
Convergence, Y/N Yes Yes Yes Yes
Cap 569 467 557 614
Service Time 4.41 5.451 4.221 3.939
HCM Lane V/C Ratio 0.742 0.435 0.499 0.862
HCM Control Delay 25.4 16.2 15.5 34.8
HCM Lane LOS DCCD
HCM 95th-tile Q 6.3 2.1 2.7 9.6

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San Marino - Circulation Study 2019 Existing
6: El Molino Ave & Monterey Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 6
Intersection
Intersection Delay, s/veh97.6
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 42 268 46 38 235 78 44 291 15 82 363 25 Future Vol, veh/h 42 268 46 38 235 78 44 291 15 82 363 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 Heavy Vehicles, % 2 22222222222
Mvmt Flow 44 279 48 40 245 81 46 303 16 85 378 26
Number of Lanes 0 10010010010
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 67.7 64.5 66.2 168.5

HCM LOS F F F F

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 13% 12% 11% 17%
Vol Thru, % 83% 75% 67% 77%
Vol Right, % 4% 13% 22% 5%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 350 356 351 470
LT Vol 44 42 38 82
Through Vol 291 268 235 363
RT Vol 15 46 78 25
Lane Flow Rate 365 371 366 490
Geometry Grp 1111
Degree of Util (X) 0.938 0.946 0.931 1.271
Departure Headway (Hd) 10.176 10.12 10.103 9.349
Convergence, Y/N Yes Yes Yes Yes
Cap 361 360 362 392
Service Time 8.176 8.12 8.103 7.349
HCM Lane V/C Ratio 1.011 1.031 1.011 1.25
HCM Control Delay 66.2 67.7 64.5 168.5
HCM Lane LOS FFFF
HCM 95th-tile Q 9.9 10.1 9.7 21.6

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San Marino - Circulation Study 2019 Existing
7: Granada Ave & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 1850 73 180 1468 74 64 97 76 134 198 21 Future Volume (veh/h) 23 1850 73 180 1468 74 64 97 76 134 198 21 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 24 1947 77 189 1545 78 67 102 80 141 208 22 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 35 2004 622 204 2426 122 198 281 535 193 254 25 Arrive On Green 0.02 0.39 0.39 0.11 0.49 0.49 0.34 0.34 0.34 0.34 0.34 0.34 Sat Flow, veh/h 1781 5106 1585 1781 4978 251 436 832 1585 425 753 74 Grp Volume(v), veh/h 24 1947 77 189 1056 567 169 0 80 371 0 0 Grp Sat Flow(s),veh/h/ln1781 1702 1585 1781 1702 1825 1268 0 1585 1252 0 0 Q Serve(g_s), s 1.3 37.3 3.1 10.5 23.0 23.0 0.0 0.0 3.5 20.1 0.0 0.0 Cycle Q Clear(g_c), s 1.3 37.3 3.1 10.5 23.0 23.0 9.1 0.0 3.5 29.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.14 0.40 1.00 0.38 0.06
Lane Grp Cap(c), veh/h 35 2004 622 204 1659 889 479 0 535 473 0 0 V/C Ratio(X) 0.69 0.97 0.12 0.93 0.64 0.64 0.35 0.00 0.15 0.79 0.00 0.00 Avail Cap(c_a), veh/h 89 2004 622 204 1659 889 785 0 859 785 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 48.6 29.7 19.3 43.7 19.0 19.0 24.5 0.0 23.0 33.7 0.0 0.0 Incr Delay (d2), s/veh 8.7 14.1 0.2 42.5 1.9 3.5 0.4 0.0 0.1 2.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.7 17.2 1.2 7.0 9.1 10.1 3.0 0.0 1.3 8.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.3 43.9 19.5 86.2 20.9 22.5 24.9 0.0 23.1 36.6 0.0 0.0 LnGrp LOS E D B F C C C A C D A A
Approach Vol, veh/h 2048 1812 249 371
Approach Delay, s/veh 43.1 28.2 24.3 36.6
Approach LOS DCCD
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.5 54.6 38.5 16.0 45.1 38.5
Change Period (Y+Rc), s 4.6 6.0 4.9 4.6 6.0 4.9
Max Green Setting (Gmax), s5.0 45.5 54.0 11.4 39.1 54.0 Max Q Clear Time (g_c+I1), s3.3 25.0 11.1 12.5 39.3 31.2 Green Ext Time (p_c), s 0.0 15.8 1.4 0.0 0.0 2.4
Intersection Summary
HCM 6th Ctrl Delay 35.5
HCM 6th LOS D

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San Marino - Circulation Study 2019 Existing
8: Oak Knoll Ave & Monterey Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 8
Intersection
Intersection Delay, s/veh68.4
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 22 392 38 4 229 31 19 239 1 45 388 26 Future Vol, veh/h 22 392 38 4 229 31 19 239 1 45 388 26 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 22222222222
Mvmt Flow 23 413 40 4 241 33 20 252 1 47 408 27
Number of Lanes 0 10010010010
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 86.7 29 28.9 95.4

HCM LOS F D D F

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 7% 5% 2% 10%
Vol Thru, % 92% 87% 87% 85%
Vol Right, % 0% 8% 12% 6%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 259 452 264 459
LT Vol 19 22 4 45
Through Vol 239 392 229 388
RT Vol 1 38 31 26
Lane Flow Rate 273 476 278 483
Geometry Grp 1111
Degree of Util (X) 0.665 1.051 0.671 1.08
Departure Headway (Hd) 9.276 8.348 9.187 8.311
Convergence, Y/N Yes Yes Yes Yes
Cap 393 438 397 440
Service Time 7.276 6.348 7.187 6.311
HCM Lane V/C Ratio 0.695 1.087 0.7 1.098
HCM Control Delay 28.9 86.7 29 95.4
HCM Lane LOS D F D F
HCM 95th-tile Q 4.6 14.5 4.7 15.6

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San Marino - Circulation Study 2019 Existing
9: Huntington Dr & Oak Knoll Ave Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 9
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 206 1641 1417 59 125 323
Future Volume (veh/h) 206 1641 1417 59 125 323
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870
Adj Flow Rate, veh/h 215 1709 1476 61 130 336
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, % 2 22222
Cap, veh/h 243 3834 2729 113 267 454
Arrive On Green 0.14 0.75 0.54 0.54 0.15 0.15
Sat Flow, veh/h 1781 5274 5198 208 1781 1585
Grp Volume(v), veh/h 215 1709 999 538 130 336
Grp Sat Flow(s),veh/h/ln1781 1702 1702 1833 1781 1585
Q Serve(g_s), s 14.2 15.0 22.8 22.8 8.0 18.0
Cycle Q Clear(g_c), s 14.2 15.0 22.8 22.8 8.0 18.0
Prop In Lane 1.00 0.11 1.00 1.00
Lane Grp Cap(c), veh/h 243 3834 1847 995 267 454
V/C Ratio(X) 0.88 0.45 0.54 0.54 0.49 0.74
Avail Cap(c_a), veh/h 727 3834 1847 995 267 454
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 50.9 5.6 17.8 17.8 46.8 38.8
Incr Delay (d2), s/veh 4.2 0.4 1.1 2.1 1.4 6.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln6.6 4.8 9.0 10.0 3.7 20.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.0 6.0 18.9 19.9 48.1 45.1
LnGrp LOS E A B B D D
Approach Vol, veh/h 1924 1537 466
Approach Delay, s/veh 11.5 19.2 45.9
Approach LOS B B D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s25.0 70.1 24.9 95.1
Change Period (Y+Rc), s* 8.6 5.0 6.9 5.0
Max Green Setting (Gmax), s* 49 32.5 18.0 90.1
Max Q Clear Time (g_c+I1), s16.2 24.8 20.0 17.0
Green Ext Time (p_c), s 0.2 6.5 0.0 40.9
Intersection Summary
HCM 6th Ctrl Delay 18.6
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

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San Marino - Circulation Study 2019 Existing
10: St Albans Rd & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 1748 66 20 1377 16 32 64 5 38 168 66 Future Volume (veh/h) 50 1748 66 20 1377 16 32 64 5 38 168 66 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 52 1802 68 21 1420 16 33 66 5 39 173 68 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, % 2 22222222222
Cap, veh/h 75 2293 86 45 2278 26 441 764 648 143 614 648 Arrive On Green 0.04 0.45 0.45 0.03 0.44 0.44 0.41 0.41 0.41 0.41 0.41 0.41 Sat Flow, veh/h 1781 5050 190 1781 5205 59 1139 1870 1585 261 1503 1585 Grp Volume(v), veh/h 52 1214 656 21 929 507 33 66 5 212 0 68 Grp Sat Flow(s),veh/h/ln1781 1702 1836 1781 1702 1860 1139 1870 1585 1764 0 1585 Q Serve(g_s), s 3.3 35.2 35.3 1.4 24.5 24.5 2.3 2.5 0.2 0.0 0.0 3.1 Cycle Q Clear(g_c), s 3.3 35.2 35.3 1.4 24.5 24.5 11.1 2.5 0.2 8.8 0.0 3.1 Prop In Lane 1.00 0.10 1.00 0.03 1.00 1.00 0.18 1.00
Lane Grp Cap(c), veh/h 75 1546 834 45 1490 814 441 764 648 758 0 648 V/C Ratio(X) 0.70 0.79 0.79 0.46 0.62 0.62 0.07 0.09 0.01 0.28 0.00 0.10 Avail Cap(c_a), veh/h 144 1546 834 103 1490 814 441 764 648 758 0 648 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 55.0 26.9 26.9 55.9 25.3 25.3 26.6 21.1 20.4 22.9 0.0 21.2 Incr Delay (d2), s/veh 4.3 4.1 7.4 2.7 2.0 3.6 0.3 0.2 0.0 0.9 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 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.6 14.8 16.8 0.6 10.2 11.5 0.7 1.2 0.1 4.1 0.0 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.2 31.0 34.3 58.6 27.3 28.9 27.0 21.3 20.4 23.9 0.0 21.6 LnGrp LOS E C C E CCCCCCAC
Approach Vol, veh/h 1922 1457 104 280
Approach Delay, s/veh 32.9 28.3 23.1 23.3
Approach LOS CCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s9.0 55.9 51.4 7.1 57.8 51.4
Change Period (Y+Rc), s 4.1 5.0 3.9 4.1 5.0 3.9
Max Green Setting (Gmax), s9.4 50.1 47.5 6.7 52.8 47.5
Max Q Clear Time (g_c+I1), s5.3 26.5 13.1 3.4 37.3 10.8 Green Ext Time (p_c), s 0.0 15.9 0.5 0.0 13.5 1.5
Intersection Summary
HCM 6th Ctrl Delay 30.1
HCM 6th LOS C

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San Marino - Circulation Study 2019 Existing
11: Lorain Rd & St Albans Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 11
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 0 76 37 3 41 12 9 82 2 41 196 5
Future Vol, veh/h 0 76 37 3 41 12 9 82 2 41 196 5
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, % 2 22222222222
Mvmt Flow 0 93 45 4 50 15 11 100 2 50 239 6
Number of Lanes 0 10010010010
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 8.9 8.5 8.7 10.4

HCM LOS A A A B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 10% 0% 5% 17%
Vol Thru, % 88% 67% 73% 81%
Vol Right, % 2% 33% 21% 2%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 93 113 56 242
LT Vol 9 0 3 41
Through Vol 82 76 41 196
RT Vol 2 37 12 5
Lane Flow Rate 113 138 68 295
Geometry Grp 1111
Degree of Util (X) 0.151 0.183 0.094 0.376
Departure Headway (Hd) 4.787 4.785 4.957 4.592
Convergence, Y/N Yes Yes Yes Yes
Cap 746 747 719 782
Service Time 2.837 2.835 3.013 2.633
HCM Lane V/C Ratio 0.151 0.185 0.095 0.377
HCM Control Delay 8.7 8.9 8.5 10.4
HCM Lane LOS AAAB
HCM 95th-tile Q 0.5 0.7 0.3 1.8

Page 334 of 506 ends

San Marino - Circulation Study 2019 Existing
12: Virginia Rd & Euston Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 12
Intersection
Intersection Delay, s/veh10.5
Intersection LOS B
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 46 25 111 35 47 280
Future Vol, veh/h 46 25 111 35 47 280
Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81
Heavy Vehicles, % 2 22222
Mvmt Flow 57 31 137 43 58 346
Number of Lanes 1 01001
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 RightSB WB
Conflicting Lanes Right 1 1 0
HCM Control Delay 8.9 8.7 11.6

HCM LOS A A B

Lane NBLn1WBLn1 SBLn1
Vol Left, % 0% 65% 14%
Vol Thru, % 76% 0% 86%
Vol Right, % 24% 35% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 146 71 327
LT Vol 0 46 47
Through Vol 111 0 280
RT Vol 35 25 0
Lane Flow Rate 180 88 404
Geometry Grp 1 1 1
Degree of Util (X) 0.222 0.125 0.492
Departure Headway (Hd) 4.443 5.13 4.384
Convergence, Y/N Yes Yes Yes
Cap 808 698 824
Service Time 2.472 3.172 2.406
HCM Lane V/C Ratio 0.223 0.126 0.49
HCM Control Delay 8.7 8.9 11.6
HCM Lane LOS A A B
HCM 95th-tile Q 0.8 0.4 2.8

Page 335 of 506 ends

San Marino - Circulation Study 2019 Existing
13: Virginia Rd & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 23 1715 54 56 1353 39 38 93 42 119 286 42 Future Volume (veh/h) 23 1715 54 56 1353 39 38 93 42 119 286 42 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 24 1824 57 60 1439 41 40 99 45 127 304 45 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, % 2 22222222222
Cap, veh/h 33 2204 69 77 2338 67 336 721 611 498 721 611 Arrive On Green 0.02 0.43 0.43 0.04 0.46 0.46 0.39 0.39 0.39 0.39 0.39 0.39 Sat Flow, veh/h 1781 5087 159 1781 5103 145 1032 1870 1585 1244 1870 1585 Grp Volume(v), veh/h 24 1220 661 60 960 520 40 99 45 127 304 45 Grp Sat Flow(s),veh/h/ln1781 1702 1842 1781 1702 1844 1032 1870 1585 1244 1870 1585 Q Serve(g_s), s 1.6 37.3 37.3 3.9 25.0 25.0 3.5 4.0 2.1 8.7 14.0 2.1 Cycle Q Clear(g_c), s 1.6 37.3 37.3 3.9 25.0 25.0 17.5 4.0 2.1 12.7 14.0 2.1 Prop In Lane 1.00 0.09 1.00 0.08 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 33 1475 798 77 1560 845 336 721 611 498 721 611 V/C Ratio(X) 0.73 0.83 0.83 0.78 0.62 0.62 0.12 0.14 0.07 0.25 0.42 0.07 Avail Cap(c_a), veh/h 91 1475 798 112 1560 845 336 721 611 498 721 611 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.5 29.5 29.5 55.7 24.1 24.1 32.9 23.4 22.9 27.6 26.5 22.9 Incr Delay (d2), s/veh 10.8 5.5 9.7 10.8 1.8 3.3 0.7 0.4 0.2 1.2 1.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.8 16.0 18.3 2.0 10.3 11.5 0.9 1.9 0.8 2.8 6.6 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.3 34.9 39.1 66.5 25.9 27.4 33.7 23.8 23.1 28.8 28.3 23.1 LnGrp LOS E C D E CCCCCCCC
Approach Vol, veh/h 1905 1540 184 476
Approach Delay, s/veh 36.8 28.0 25.8 28.0
Approach LOS DCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.8 58.9 52.0 9.7 56.0 52.0
Change Period (Y+Rc), s 4.6 5.0 6.6 4.6 5.0 6.6
Max Green Setting (Gmax), s6.0 52.4 45.4 7.4 51.0 45.4
Max Q Clear Time (g_c+I1), s3.6 27.0 19.5 5.9 39.3 16.0 Green Ext Time (p_c), s 0.0 17.2 0.8 0.0 10.4 2.5
Intersection Summary
HCM 6th Ctrl Delay 32.0
HCM 6th LOS C

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San Marino - Circulation Study 2019 Existing
14: Virginia Rd & Roanoke Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 14
Intersection
Intersection Delay, s/veh11.3
Intersection LOS B
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 4 5 2 175 384 6
Future Vol, veh/h 4 5 2 175 384 6
Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80
Heavy Vehicles, % 2 22222
Mvmt Flow 5 6 3 219 480 8
Number of Lanes 1 00110
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach RightNB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay 8.3 9.1 12.3

HCM LOS A A B

Lane NBLn1 EBLn1 SBLn1
Vol Left, % 1% 44% 0%
Vol Thru, % 99% 0% 98%
Vol Right, % 0% 56% 2%
Sign Control Stop Stop Stop
Traffic Vol by Lane 177 9 390
LT Vol 2 4 0
Through Vol 175 0 384
RT Vol 0 5 6
Lane Flow Rate 221 11 488
Geometry Grp 1 1 1
Degree of Util (X) 0.272 0.016 0.556
Departure Headway (Hd) 4.432 5.19 4.109
Convergence, Y/N Yes Yes Yes
Cap 814 692 868
Service Time 2.435 3.201 2.185
HCM Lane V/C Ratio 0.271 0.016 0.562
HCM Control Delay 9.1 8.3 12.3
HCM Lane LOS A A B
HCM 95th-tile Q 1.1 0 3.5

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San Marino - Circulation Study 2019 Existing
15: Alhambra Rd/Virginia Rd & Lorain Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 15
Intersection
Intersection Delay, s/veh 14
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 122 7 47 56 77 2 75 82 239 141 6
Future Vol, veh/h 5 122 7 47 56 77 2 75 82 239 141 6
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 2 22222222222
Mvmt Flow 6 137 8 53 63 87 2 84 92 269 158 7
Number of Lanes 0 10010010010
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 11 11.4 10.4 17.8

HCM LOS B B B C

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 1% 4% 26% 62%
Vol Thru, % 47% 91% 31% 37%
Vol Right, % 52% 5% 43% 2%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 159 134 180 386
LT Vol 2 5 47 239
Through Vol 75 122 56 141
RT Vol 82 7 77 6
Lane Flow Rate 179 151 202 434
Geometry Grp 1111
Degree of Util (X) 0.266 0.249 0.319 0.647
Departure Headway (Hd) 5.369 5.96 5.683 5.371
Convergence, Y/N Yes Yes Yes Yes
Cap 666 599 629 672
Service Time 3.429 4.026 3.745 3.417
HCM Lane V/C Ratio 0.269 0.252 0.321 0.646
HCM Control Delay 10.4 11 11.4 17.8
HCM Lane LOS B B B C
HCM 95th-tile Q 1.1 1 1.4 4.7

Page 338 of 506 ends

San Marino - Circulation Study 2019 Existing
16: West Dr/Cambridge Rd & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 40 1869 43 138 1339 4 34 38 83 79 74 8 Future Volume (veh/h) 40 1869 43 138 1339 4 34 38 83 79 74 8 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 42 1947 45 144 1395 4 35 40 86 82 77 8 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, % 2 22222222222
Cap, veh/h 54 1930 45 162 2294 7 156 184 349 335 303 30 Arrive On Green 0.03 0.38 0.38 0.09 0.44 0.44 0.41 0.41 0.41 0.41 0.41 0.41 Sat Flow, veh/h 1781 5135 119 1781 5257 15 293 451 854 710 742 73 Grp Volume(v), veh/h 42 1290 702 144 903 496 161 0 0 167 0 0 Grp Sat Flow(s),veh/h/ln1781 1702 1849 1781 1702 1868 1598 0 0 1525 0 0 Q Serve(g_s), s 2.8 45.1 45.1 9.6 24.4 24.4 0.0 0.0 0.0 0.7 0.0 0.0 Cycle Q Clear(g_c), s 2.8 45.1 45.1 9.6 24.4 24.4 7.4 0.0 0.0 8.1 0.0 0.0 Prop In Lane 1.00 0.06 1.00 0.01 0.22 0.53 0.49 0.05
Lane Grp Cap(c), veh/h 54 1279 695 162 1486 815 689 0 0 668 0 0 V/C Ratio(X) 0.78 1.01 1.01 0.89 0.61 0.61 0.23 0.00 0.00 0.25 0.00 0.00 Avail Cap(c_a), veh/h 105 1279 695 162 1486 815 689 0 0 668 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 57.8 37.4 37.5 54.0 25.9 25.9 23.2 0.0 0.0 23.3 0.0 0.0 Incr Delay (d2), s/veh 8.7 27.2 36.6 39.8 1.9 3.4 0.8 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 23.2 27.0 6.1 10.2 11.5 3.1 0.0 0.0 3.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.5 64.7 74.1 93.7 27.8 29.3 24.0 0.0 0.0 24.2 0.0 0.0 LnGrp LOS E F F F C C C A A C A A
Approach Vol, veh/h 2034 1543 161 167
Approach Delay, s/veh 68.0 34.4 24.0 24.2
Approach LOS E C C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.7 56.7 55.6 15.0 49.4 55.6
Change Period (Y+Rc), s 4.1 4.3 6.6 4.1 4.3 6.6
Max Green Setting (Gmax), s7.1 48.9 49.0 10.9 45.1 49.0 Max Q Clear Time (g_c+I1), s4.8 26.4 9.4 11.6 47.1 10.1 Green Ext Time (p_c), s 0.0 15.0 1.1 0.0 0.0 1.1
Intersection Summary
HCM 6th Ctrl Delay 51.0
HCM 6th LOS D

Page 339 of 506 ends

San Marino - Circulation Study 2019 Existing
17: Allen Ave & California Blvd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 17
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 62 713 33 7 346 28 79 267 40 46 206 56 Future Volume (veh/h) 62 713 33 7 346 28 79 267 40 46 206 56 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 63 728 34 7 353 29 81 272 41 47 210 57 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, % 2 22222222222
Cap, veh/h 345 750 35 87 721 59 173 561 80 128 553 142
Arrive On Green 0.42 0.42 0.42 0.42 0.42 0.42 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 1001 1773 83 704 1705 140 280 1215 174 188 1198 307 Grp Volume(v), veh/h 63 0 762 7 0 382 394 0 0 314 0 0
Grp Sat Flow(s),veh/h/ln1001 0 1855 704 0 1845 1669 0 0 1694 0 0 Q Serve(g_s), s 4.9 0.0 40.2 1.0 0.0 15.1 4.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 20.0 0.0 40.2 41.2 0.0 15.1 15.3 0.0 0.0 11.3 0.0 0.0 Prop In Lane 1.00 0.04 1.00 0.08 0.21 0.10 0.15 0.18
Lane Grp Cap(c), veh/h 345 0 785 87 0 780 815 0 0 824 0 0 V/C Ratio(X) 0.18 0.00 0.97 0.08 0.00 0.49 0.48 0.00 0.00 0.38 0.00 0.00 Avail Cap(c_a), veh/h 345 0 785 87 0 780 815 0 0 824 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 28.3 0.0 28.2 48.4 0.0 21.0 18.5 0.0 0.0 17.5 0.0 0.0 Incr Delay (d2), s/veh 1.2 0.0 25.8 1.8 0.0 2.2 2.1 0.0 0.0 1.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.3 0.0 22.6 0.2 0.0 6.8 6.5 0.0 0.0 4.9 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 29.4 0.0 54.0 50.2 0.0 23.2 20.5 0.0 0.0 18.8 0.0 0.0 LnGrp LOS C A D D A C C AABAA
Approach Vol, veh/h 825 389 394 314
Approach Delay, s/veh 52.1 23.7 20.5 18.8
Approach LOS D C C B
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 48.2 51.8 48.2 51.8
Change Period (Y+Rc), s 5.9 5.6 5.9 5.6
Max Green Setting (Gmax), s 42.3 46.2 42.3 46.2
Max Q Clear Time (g_c+I1), s 43.2 13.3 42.2 17.3
Green Ext Time (p_c), s 0.0 2.2 0.0 2.8
Intersection Summary
HCM 6th Ctrl Delay 34.5
HCM 6th LOS C

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San Marino - Circulation Study 2019 Existing
18: Allen Ave & Orlando Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 18
Intersection
Intersection Delay, s/veh12.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 61 9 2 29 126 37 261 52 175 40 19 Future Vol, veh/h 12 61 9 2 29 126 37 261 52 175 40 19
Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles, % 2 22222222222
Mvmt Flow 13 69 10 2 33 142 42 293 58 197 45 21
Number of Lanes 0 10010010010
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 10 10.2 14 11.8

HCM LOS A B B B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 11% 15% 1% 75%
Vol Thru, % 75% 74% 18% 17%
Vol Right, % 15% 11% 80% 8%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 350 82 157 234
LT Vol 37 12 2 175
Through Vol 261 61 29 40
RT Vol 52 9 126 19
Lane Flow Rate 393 92 176 263
Geometry Grp 1111
Degree of Util (X) 0.549 0.151 0.26 0.391
Departure Headway (Hd) 5.024 5.918 5.315 5.356
Convergence, Y/N Yes Yes Yes Yes
Cap 720 604 674 670
Service Time 3.054 3.968 3.36 3.391
HCM Lane V/C Ratio 0.546 0.152 0.261 0.393
HCM Control Delay 14 10 10.2 11.8
HCM Lane LOS BABB
HCM 95th-tile Q 3.4 0.5 1 1.9

Page 341 of 506 ends

San Marino - Circulation Study 2019 Existing
19: Oxford Rd & Euston Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 19
Intersection
Intersection Delay, s/veh 9.8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 79 68 8 17 66 3 5 78 70 23 149 81
Future Vol, veh/h 79 68 8 17 66 3 5 78 70 23 149 81
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 2 22222222222
Mvmt Flow 87 75 9 19 73 3 5 86 77 25 164 89
Number of Lanes 0 10010010010
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 9.9 9.2 9.1 10.3

HCM LOS A A A B

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 3% 51% 20% 9%
Vol Thru, % 51% 44% 77% 59%
Vol Right, % 46% 5% 3% 32%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 153 155 86 253
LT Vol 5 79 17 23
Through Vol 78 68 66 149
RT Vol 70 8 3 81
Lane Flow Rate 168 170 95 278
Geometry Grp 1111
Degree of Util (X) 0.219 0.244 0.137 0.359
Departure Headway (Hd) 4.685 5.16 5.222 4.645
Convergence, Y/N Yes Yes Yes Yes
Cap 760 690 679 770
Service Time 2.757 3.244 3.315 2.708
HCM Lane V/C Ratio 0.221 0.246 0.14 0.361
HCM Control Delay 9.1 9.9 9.2 10.3
HCM Lane LOS AAAB
HCM 95th-tile Q 0.8 1 0.5 1.6

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San Marino - Circulation Study 2019 Existing
20: Sierra Madre Blvd & California Blvd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 20
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 538 35 18 237 30 55 750 56 76 917 35 Future Volume (veh/h) 51 538 35 18 237 30 55 750 56 76 917 35 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 54 566 37 19 249 32 58 789 59 80 965 37 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 451 771 50 217 721 93 75 1157 86 102 1205 46 Arrive On Green 0.44 0.44 0.44 0.44 0.44 0.44 0.04 0.35 0.35 0.06 0.35 0.35 Sat Flow, veh/h 1098 1736 114 816 1624 209 1781 3352 251 1781 3489 134 Grp Volume(v), veh/h 54 0 603 19 0 281 58 418 430 80 491 511 Grp Sat Flow(s),veh/h/ln1098 0 1850 816 0 1833 1781 1777 1825 1781 1777 1846 Q Serve(g_s), s 3.3 0.0 26.3 1.9 0.0 9.9 3.2 19.7 19.8 4.3 24.5 24.5 Cycle Q Clear(g_c), s 13.2 0.0 26.3 28.2 0.0 9.9 3.2 19.7 19.8 4.3 24.5 24.5 Prop In Lane 1.00 0.06 1.00 0.11 1.00 0.14 1.00 0.07
Lane Grp Cap(c), veh/h 451 0 822 217 0 814 75 613 630 102 614 638 V/C Ratio(X) 0.12 0.00 0.73 0.09 0.00 0.35 0.78 0.68 0.68 0.78 0.80 0.80 Avail Cap(c_a), veh/h 451 0 822 217 0 814 126 613 630 153 614 638 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 22.2 0.0 22.4 34.1 0.0 17.9 46.5 27.5 27.5 45.5 29.0 29.0 Incr Delay (d2), s/veh 0.5 0.0 5.8 0.8 0.0 1.2 6.4 6.0 5.9 7.2 10.5 10.2 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/ln0.9 0.0 12.3 0.4 0.0 4.3 1.5 9.2 9.4 2.1 11.9 12.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 22.7 0.0 28.2 34.9 0.0 19.0 52.8 33.5 33.4 52.8 39.5 39.2 LnGrp LOS C A C C A B DCCDDD
Approach Vol, veh/h 657 300 906 1082
Approach Delay, s/veh 27.8 20.0 34.7 40.3
Approach LOS CCCD
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 49.0 10.2 38.7 49.0 10.2 38.7
Change Period (Y+Rc), s * 5.5 6.1 4.9 * 5.5 4.6 * 4.9
Max Green Setting (Gmax), s * 44 6.9 33.1 * 44 8.4 * 34 Max Q Clear Time (g_c+I1), s 30.2 5.2 26.5 28.3 6.3 21.8 Green Ext Time (p_c), s 0.9 0.0 4.1 2.5 0.0 5.6
Intersection Summary
HCM 6th Ctrl Delay 33.7
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

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San Marino - Circulation Study 2019 Existing
21: San Marino Ave & Lombardy Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 21
Intersection
Int Delay, s/veh 12.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 10 41 16 5 14 13 4 832 5 49 910 5
Future Vol, veh/h 10 41 16 5 14 13 4 832 5 49 910 5
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96
Heavy Vehicles, % 2 22222222222
Mvmt Flow 10 43 17 5 15 14 4 867 5 51 948 5
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1945 1933 951 1961 1933 870 953 0 0 872 0 0 Stage 1 1053 1053 - 878 878 -------
Stage 2 892 880 - 1083 1055 -------
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 -------
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 -------
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 49 66 315 48 66 351 721 - - 773 - -
Stage 1 274 303 - 343 366 -------
Stage 2 337 365 - 263 302 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 34 56 315 15 56 351 721 - - 773 - -
Mov Cap-2 Maneuver 34 56 - 15 56 -------
Stage 1 271 261 - 339 362 -------
Stage 2 308 361 - 179 260 -------
Approach EB WB NB SB
HCM Control Delay, s 265.2 156.2 0 0.5

HCM LOS F F
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 721 - - 62 52 773 - -
HCM Lane V/C Ratio 0.006 - - 1.126 0.641 0.066 - -
HCM Control Delay (s) 10 0 - 265.2 156.2 10 0 -
HCM Lane LOS B A - F F A A -
HCM 95th %tile Q(veh) 0 - - 5.6 2.6 0.2 - -

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San Marino - Circulation Study 2019 Existing
22: Sierra Madre Blvd & Robles Ave Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 22
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 0 0 18 15 18 62 3 823 14 0 959 4
Future Vol, veh/h 0 0 18 15 18 62 3 823 14 0 959 4
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 0 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 19 16 19 66 3 876 15 0 1020 4
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 512 1400 1914 446 1024 0 0 891 0 0 Stage 1 - - - 890 890 -------
Stage 2 - - - 510 1024 -------
Critical Hdwy - - 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 - - - 6.54 5.54 -------
Critical Hdwy Stg 2 - - - 6.54 5.54 -------
Follow-up Hdwy - - 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 0 0 507 100 67 560 674 - - 757 - -
Stage 1 0 0 - 304 359 -------
Stage 2 0 0 - 514 311 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 507 96 66 560 674 - - 757 - -
Mov Cap-2 Maneuver - - - 96 66 -------
Stage 1 - - - 301 356 -------
Stage 2 - - - 495 311 -------
Approach EB WB NB SB
HCM Control Delay, s 12.4 36.2 0 0

HCM LOS B E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 674 - - 507 96 209 757 - -
HCM Lane V/C Ratio 0.005 - - 0.038 0.166 0.407 - - -
HCM Control Delay (s) 10.4 0 - 12.4 49.8 33.6 0 - -
HCM Lane LOS B A - B E D A - -
HCM 95th %tile Q(veh) 0 - - 0.1 0.6 1.8 0 - -

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San Marino - Circulation Study 2019 Existing
23: San Marino Ave/San Marino Ave/Sierra Madre Blvd & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 23
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 431 1408 65 45 983 57 48 265 69 186 529 440 Future Volume (veh/h) 431 1408 65 45 983 57 48 265 69 186 529 440 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 440 1437 66 46 1003 58 49 270 70 190 540 449 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, % 222222222222
Cap, veh/h 158 995 309 141 946 294 144 1309 333 185 1739 776 Arrive On Green 0.09 0.19 0.19 0.08 0.19 0.19 0.08 0.47 0.47 0.10 0.49 0.49 Sat Flow, veh/h 1781 5106 1585 1781 5106 1585 1781 2805 714 1781 3554 1585 Grp Volume(v), veh/h 440 1437 66 46 1003 58 49 169 171 190 540 449 Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1702 1585 1781 1777 1742 1781 1777 1585 Q Serve(g_s), s 12.0 26.3 4.7 3.3 25.0 4.2 3.5 7.6 7.8 14.0 12.4 27.2 Cycle Q Clear(g_c), s 12.0 26.3 4.7 3.3 25.0 4.2 3.5 7.6 7.8 14.0 12.4 27.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.41 1.00 1.00
Lane Grp Cap(c), veh/h 158 995 309 141 946 294 144 829 813 185 1739 776 V/C Ratio(X) 2.78 1.44 0.21 0.33 1.06 0.20 0.34 0.20 0.21 1.03 0.31 0.58 Avail Cap(c_a), veh/h 158 995 309 172 946 294 172 829 813 185 1739 776 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 61.5 54.3 45.6 58.8 55.0 46.5 58.6 21.2 21.3 60.5 20.8 24.6 Incr Delay (d2), s/veh 817.9 205.4 1.6 0.5 46.8 1.5 0.5 0.6 0.6 73.9 0.5 3.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 41.4 30.2 2.0 1.5 14.8 1.8 1.6 3.3 3.4 10.1 5.3 10.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 879.4 259.7 47.2 59.3 101.8 48.0 59.1 21.8 21.9 134.4 21.2 27.7 LnGrp LOS F F D E F D E C C F C C
Approach Vol, veh/h 1943 1107 389 1179
Approach Delay, s/veh 392.8 97.2 26.5 41.9
Approach LOS F F C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.6 30.2 18.6 69.6 15.3 31.5 15.5 72.7 Change Period (Y+Rc), s 4.6 5.2 4.6 6.6 4.6 5.2 4.6 6.6 Max Green Setting (Gmax), s 12.0 25.0 14.0 63.0 13.0 24.0 13.0 64.0 Max Q Clear Time (g_c+I1), s 14.0 27.0 16.0 9.8 5.3 28.3 5.5 29.2 Green Ext Time (p_c), s 0.0 0.0 0.0 3.9 0.0 0.0 0.0 11.1 Intersection Summary
HCM 6th Ctrl Delay 201.5
HCM 6th LOS F

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San Marino - Circulation Study 2019 Existing
24: San Marino Ave & Lorain Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 24
Intersection
Intersection Delay, s/veh101.6
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 42 269 200 75 151 13 37 280 33 10 436 34 Future Vol, veh/h 42 269 200 75 151 13 37 280 33 10 436 34 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 Heavy Vehicles, % 2 22222222222
Mvmt Flow 44 280 208 78 157 14 39 292 34 10 454 35
Number of Lanes 0 10010010010
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 144 30.5 52.1 127.9

HCM LOS F D F F

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 11% 8% 31% 2%
Vol Thru, % 80% 53% 63% 91%
Vol Right, % 9% 39% 5% 7%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 350 511 239 480
LT Vol 37 42 75 10
Through Vol 280 269 151 436
RT Vol 33 200 13 34
Lane Flow Rate 365 532 249 500
Geometry Grp 1111
Degree of Util (X) 0.871 1.214 0.64 1.166
Departure Headway (Hd) 9.777 8.723 10.528 9.07
Convergence, Y/N Yes Yes Yes Yes
Cap 372 421 346 405
Service Time 7.777 6.723 8.528 7.07
HCM Lane V/C Ratio 0.981 1.264 0.72 1.235
HCM Control Delay 52.1 144 30.5 127.9
HCM Lane LOS F F D F
HCM 95th-tile Q 8.4 20.3 4.2 17.9

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San Marino - Circulation Study 2019 Existing
25: Winston Ave & California Blvd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 25
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 7 603 56 22 300 2 13 12 16 0 35 4
Future Vol, veh/h 7 603 56 22 300 2 13 12 16 0 35 4
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length 125 - - 125 --------
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, % 2 22222222222
Mvmt Flow 7 628 58 23 313 2 14 13 17 0 36 4
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 315 0 0 686 0 0 1051 1032 657 1046 1060 314 Stage 1 - - - - - - 671 671 - 360 360 -
Stage 2 - - - - - - 380 361 - 686 700 -
Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - ----- 6.12 5.52 - 6.12 5.52 -
Critical Hdwy Stg 2 - ----- 6.12 5.52 - 6.12 5.52 -
Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1245 - - 908 - - 205 233 465 206 224 726 Stage 1 - - - - - - 446 455 - 658 626 -
Stage 2 - - - - - - 642 626 - 438 441 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1245 - - 908 - - 173 226 465 186 217 726 Mov Cap-2 Maneuver - - - - - - 173 226 - 186 217 -
Stage 1 - - - - - - 443 452 - 654 610 -
Stage 2 - - - - - - 585 610 - 408 438 -
Approach EB WB NB SB
HCM Control Delay, s 0.1 0.6 22.2 23.6

HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 252 1245 - - 908 - - 234
HCM Lane V/C Ratio 0.169 0.006 - - 0.025 - - 0.174
HCM Control Delay (s) 22.2 7.9 - - 9.1 - - 23.6
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 0.6 0 - - 0.1 - - 0.6

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San Marino - Circulation Study 2019 Existing
26: Winston Ave & Robles Ave Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 26
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 1 16 9 135 18 1 66 51 54 3 163 2
Future Vol, veh/h 1 16 9 135 18 1 66 51 54 3 163 2
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, % 222222222222
Mvmt Flow 1 19 11 163 22 1 80 61 65 4 196 2
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay 8.2 10 9.3 9.5

HCM LOS AAAA

Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 39% 4% 88% 2%
Vol Thru, % 30% 62% 12% 97%
Vol Right, % 32% 35% 1% 1%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 171 26 154 168
LT Vol 66 1 135 3
Through Vol 51 16 18 163
RT Vol 54 9 1 2
Lane Flow Rate 206 31 186 202
Geometry Grp 1111
Degree of Util (X) 0.265 0.043 0.262 0.266
Departure Headway (Hd) 4.625 4.949 5.092 4.732
Convergence, Y/N Yes Yes Yes Yes
Cap 775 717 701 757
Service Time 2.671 3.021 3.148 2.779
HCM Lane V/C Ratio 0.266 0.043 0.265 0.267
HCM Control Delay 9.3 8.2 10 9.5
HCM Lane LOS AAAA
HCM 95th-tile Q 1.1 0.1 1 1.1

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San Marino - Circulation Study 2019 Existing
27: Del Mar Ave & Huntington Dr Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 27
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 50 1582 82 135 854 65 33 169 108 104 230 33 Future Volume (veh/h) 50 1582 82 135 854 65 33 169 108 104 230 33 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 52 1631 85 139 880 67 34 174 111 107 237 34 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, % 2 22222222222
Cap, veh/h 66 2533 132 173 2909 903 242 450 381 197 449 69 Arrive On Green 0.04 0.51 0.51 0.10 0.57 0.57 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1781 4969 259 1781 5106 1585 1108 1870 1585 526 1866 286 Grp Volume(v), veh/h 52 1117 599 139 880 67 34 174 111 182 0 196 Grp Sat Flow(s),veh/h/ln1781 1702 1824 1781 1702 1585 1108 1870 1585 1027 0 1651 Q Serve(g_s), s 2.3 19.3 19.3 6.2 7.2 1.5 2.2 6.3 4.6 8.5 0.0 8.3 Cycle Q Clear(g_c), s 2.3 19.3 19.3 6.2 7.2 1.5 10.5 6.3 4.6 14.8 0.0 8.3 Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 0.59 0.17
Lane Grp Cap(c), veh/h 66 1735 930 173 2909 903 242 450 381 318 0 397 V/C Ratio(X) 0.79 0.64 0.64 0.80 0.30 0.07 0.14 0.39 0.29 0.57 0.00 0.49 Avail Cap(c_a), veh/h 201 1735 930 232 2909 903 747 1301 1103 918 0 1148 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.5 14.4 14.4 35.7 9.0 7.8 30.9 25.6 25.0 30.1 0.0 26.4 Incr Delay (d2), s/veh 7.5 1.9 3.4 10.1 0.3 0.2 0.3 0.5 0.4 1.6 0.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.1 7.2 8.1 3.1 2.5 0.5 0.6 2.8 1.7 3.4 0.0 3.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 46.0 16.3 17.9 45.7 9.3 8.0 31.2 26.2 25.4 31.7 0.0 27.3 LnGrp LOS D B B D A A CCCCAC
Approach Vol, veh/h 1768 1086 319 378
Approach Delay, s/veh 17.7 13.9 26.4 29.4
Approach LOS B B C C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.1 50.2 23.3 11.9 45.4 23.3
Change Period (Y+Rc), s 4.1 4.3 3.9 4.1 4.3 3.9
Max Green Setting (Gmax), s9.1 42.5 56.1 10.5 41.1 56.1 Max Q Clear Time (g_c+I1), s4.3 9.2 12.5 8.2 21.3 16.8
Green Ext Time (p_c), s 0.0 12.3 1.6 0.0 15.9 2.6
Intersection Summary
HCM 6th Ctrl Delay 18.6
HCM 6th LOS B

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San Marino - Circulation Study 2019 Existing
28: Del Mar Ave & Lorain Rd Timing Plan: PM Peak Hour
San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 28
Intersection
Intersection Delay, s/veh28.5
Intersection LOS D
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 42 46 231 14 128 23 19 242 14 56 374 45 Future Vol, veh/h 42 46 231 14 128 23 19 242 14 56 374 45 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, % 2 22222222222
Mvmt Flow 46 50 251 15 139 25 21 263 15 61 407 49
Number of Lanes 0 11011011011
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 2 2
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 2 2 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 2 2 2 2
HCM Control Delay 15.6 14.8 20.3 46.6

HCM LOS C B C E

Lane NBLn1 NBLn2 EBLn1 EBLn2WBLn1WBLn2 SBLn1 SBLn2
Vol Left, % 7% 0% 48% 0% 10% 0% 13% 0%
Vol Thru, % 93% 0% 52% 0% 90% 0% 87% 0%
Vol Right, % 0% 100% 0% 100% 0% 100% 0% 100%
Sign Control Stop Stop Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 261 14 88 231 142 23 430 45
LT Vol 19 0 42 0 14 0 56 0
Through Vol 242 0 46 0 128 0 374 0
RT Vol 0 14 0 231 0 23 0 45
Lane Flow Rate 284 15 96 251 154 25 467 49
Geometry Grp 77777777
Degree of Util (X) 0.594 0.029 0.213 0.493 0.352 0.052 0.926 0.086 Departure Headway (Hd) 7.533 6.775 8.03 7.063 8.216 7.441 7.13 6.347 Convergence, Y/N Yes Yes Yes Yes Yes Yes Yes Yes
Cap 477 525 445 507 435 478 505 562
Service Time 5.317 4.558 5.813 4.845 6.012 5.236 4.902 4.118 HCM Lane V/C Ratio 0.595 0.029 0.216 0.495 0.354 0.052 0.925 0.087 HCM Control Delay 20.9 9.8 13 16.6 15.5 10.6 50.5 9.7
HCM Lane LOS C A B C C B F A
HCM 95th-tile Q 3.8 0.1 0.8 2.7 1.6 0.2 11.1 0.3

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San Marino - Circulation Study 2019 Existing
29: Huntington Dr & Bradbury Rd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 29
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 68 1705 27 30 1052 0 33 2 6 6 12 42 Future Volume (veh/h) 68 1705 27 30 1052 0 33 2 6 6 12 42 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 71 1776 28 31 1096 0 34 2 6 6 12 44 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, % 2 22222222222
Cap, veh/h 91 2168 34 49 2575 0 522 34 83 257 494 660
Arrive On Green 0.05 0.42 0.42 0.03 0.40 0.00 0.42 0.42 0.42 0.42 0.42 0.42 Sat Flow, veh/h 1781 5178 82 1781 6696 0 1115 81 199 514 1187 1585 Grp Volume(v), veh/h 71 1167 637 31 1096 0 42 0 0 18 0 44 Grp Sat Flow(s),veh/h/ln1781 1702 1856 1781 1609 0 1395 0 0 1701 0 1585 Q Serve(g_s), s 4.4 34.2 34.3 1.9 13.9 0.0 1.4 0.0 0.0 0.0 0.0 1.9 Cycle Q Clear(g_c), s 4.4 34.2 34.3 1.9 13.9 0.0 2.1 0.0 0.0 0.6 0.0 1.9 Prop In Lane 1.00 0.04 1.00 0.00 0.81 0.14 0.33 1.00
Lane Grp Cap(c), veh/h 91 1425 777 49 2575 0 639 0 0 751 0 660 V/C Ratio(X) 0.78 0.82 0.82 0.63 0.43 0.00 0.07 0.00 0.00 0.02 0.00 0.07 Avail Cap(c_a), veh/h 170 1572 857 85 2697 0 639 0 0 751 0 660 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.9 29.0 29.0 54.3 24.5 0.0 19.8 0.0 0.0 19.4 0.0 19.8 Incr Delay (d2), s/veh 13.1 3.3 5.9 12.6 0.1 0.0 0.2 0.0 0.0 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.3 14.3 16.1 1.0 5.3 0.0 0.7 0.0 0.0 0.3 0.0 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 66.0 32.3 34.9 66.9 24.6 0.0 20.0 0.0 0.0 19.5 0.0 20.0 LnGrp LOS E C C E C A C AABAB
Approach Vol, veh/h 1875 1127 42 62
Approach Delay, s/veh 34.5 25.7 20.0 19.8
Approach LOS C C C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.7 51.5 53.6 9.8 49.5 53.6
Change Period (Y+Rc), s 4.6 4.3 6.6 4.0 4.3 6.6
Max Green Setting (Gmax), s5.4 52.1 47.0 10.8 47.3 47.0 Max Q Clear Time (g_c+I1), s3.9 36.3 3.9 6.4 15.9 4.1
Green Ext Time (p_c), s 0.0 11.0 0.2 0.0 9.5 0.2
Intersection Summary
HCM 6th Ctrl Delay 30.8
HCM 6th LOS C

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San Marino - Circulation Study 2019 Existing
32: San Gabriel Blvd & California Blvd Timing Plan: PM Peak Hour San Marino - Circulation Study Synchro 11 Report
Existing PM Peak Hour Page 30
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 44 471 107 16 187 52 79 820 44 104 1276 37 Future Volume (veh/h) 44 471 107 16 187 52 79 820 44 104 1276 37 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 48 512 116 17 203 57 86 891 48 113 1387 40 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 425 574 130 124 727 616 167 1391 75 288 1463 42 Arrive On Green 0.39 0.39 0.39 0.39 0.39 0.39 0.05 0.41 0.41 0.06 0.41 0.41 Sat Flow, veh/h 1119 1476 334 798 1870 1585 1781 3429 185 1781 3527 102 Grp Volume(v), veh/h 48 0 628 17 203 57 86 462 477 113 698 729 Grp Sat Flow(s),veh/h/ln1119 0 1810 798 1870 1585 1781 1777 1837 1781 1777 1852 Q Serve(g_s), s 3.0 0.0 32.1 2.0 7.4 2.3 2.8 20.7 20.7 3.6 37.5 37.6 Cycle Q Clear(g_c), s 10.4 0.0 32.1 34.2 7.4 2.3 2.8 20.7 20.7 3.6 37.5 37.6 Prop In Lane 1.00 0.18 1.00 1.00 1.00 0.10 1.00 0.05
Lane Grp Cap(c), veh/h 425 0 704 124 727 616 167 721 745 288 737 768 V/C Ratio(X) 0.11 0.00 0.89 0.14 0.28 0.09 0.51 0.64 0.64 0.39 0.95 0.95 Avail Cap(c_a), veh/h 425 0 704 124 727 616 181 721 745 365 741 773 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.3 0.0 28.3 44.3 20.7 19.2 23.5 23.6 23.6 18.0 27.9 28.0 Incr Delay (d2), s/veh 0.0 0.0 13.3 2.3 1.0 0.3 2.4 2.2 2.1 0.9 21.2 21.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.8 0.0 16.0 0.5 3.4 0.9 1.2 8.8 9.1 1.5 19.5 20.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.4 0.0 41.6 46.6 21.7 19.5 26.0 25.8 25.8 18.9 49.1 48.9 LnGrp LOS C A D D C B C C C B D D
Approach Vol, veh/h 676 277 1025 1540
Approach Delay, s/veh 40.4 22.8 25.8 46.8
Approach LOS DCCD
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 44.0 9.0 46.0 44.0 9.9 45.1
Change Period (Y+Rc), s * 5.5 4.5 4.9 * 5.5 4.5 * 4.9
Max Green Setting (Gmax), s * 39 5.3 41.3 * 39 9.7 * 38 Max Q Clear Time (g_c+I1), s 36.2 4.8 39.6 34.1 5.6 22.7 Green Ext Time (p_c), s 0.2 0.0 1.5 1.3 0.1 7.1
Intersection Summary
HCM 6th Ctrl Delay 37.6
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

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Innovating Through Informatics™
Future Near-term Year

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Innovating Through Informatics™
AM Peak Hour

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San Marino - Circulation Study Future Near-term
1: Los Robles Ave & Mission St Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 56 169 12 13 284 36 25 528 22 19 495 56 Future Volume (veh/h) 56 169 12 13 284 36 25 528 22 19 495 56 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 60 180 13 14 302 38 27 562 23 20 527 60 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, % 222222222222
Cap, veh/h 242 436 31 51 402 49 70 1114 45 569 1080 123 Arrive On Green 0.25 0.25 0.25 0.25 0.25 0.25 0.66 0.66 0.66 0.66 0.66 0.66 Sat Flow, veh/h 1040 1723 124 31 1591 195 40 1700 68 830 1649 188 Grp Volume(v), veh/h 60 0 193 354 0 0 612 0 0 20 0 587
Grp Sat Flow(s),veh/h/ln 1040 0 1848 1817 0 0 1808 0 0 830 0 1837 Q Serve(g_s), s 0.0 0.0 7.6 3.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 14.1 Cycle Q Clear(g_c), s 9.7 0.0 7.6 15.6 0.0 0.0 14.7 0.0 0.0 1.3 0.0 14.1 Prop In Lane 1.00 0.07 0.04 0.11 0.04 0.04 1.00 0.10
Lane Grp Cap(c), veh/h 242 0 467 503 0 0 1228 0 0 569 0 1203 V/C Ratio(X) 0.25 0.00 0.41 0.70 0.00 0.00 0.50 0.00 0.00 0.04 0.00 0.49 Avail Cap(c_a), veh/h 397 0 743 771 0 0 1228 0 0 569 0 1203 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.9 0.0 27.1 30.1 0.0 0.0 7.7 0.0 0.0 5.4 0.0 7.6 Incr Delay (d2), s/veh 0.2 0.0 0.2 0.7 0.0 0.0 1.4 0.0 0.0 0.1 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 3.3 6.7 0.0 0.0 5.5 0.0 0.0 0.1 0.0 5.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.1 0.0 27.3 30.8 0.0 0.0 9.2 0.0 0.0 5.5 0.0 9.0 LnGrp LOS C A C C AAAAAAAA
Approach Vol, veh/h 253 354 612 607
Approach Delay, s/veh 27.5 30.8 9.2 8.9
Approach LOS C C A A
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 61.0 26.0 61.0 26.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 57.0 35.0 57.0 35.0
Max Q Clear Time (g_c+I1), s 16.7 11.7 16.1 17.6
Green Ext Time (p_c), s 0.7 0.2 0.7 0.4
Intersection Summary
HCM 6th Ctrl Delay 15.8
HCM 6th LOS B

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San Marino - Circulation Study Future Near-term
2: Monterey Rd & Los Robles Ave Timing Plan: AM Peak Hour San Marino - Circulation Study Synchro 11 Report

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Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations
Traffic Volume (veh/h) 41 552 23 11 475 24 23 224 5 7 98 3 Future Volume (veh/h) 41 552 23 11 475 24 23 224 5 7 98 3 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 45 600 25 12 516 26 25 243 5 8 107 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 98 1209 49 52 1284 64 62 306 6 52 317 8
Arrive On Green 0.74 0.74 0.74 0.74 0.74 0.74 0.18 0.18 0.18 0.18 0.18 0.18 Sat Flow, veh/h 73 1635 66 14 1736 86 97 1689 33 48 1751 47 Grp Volume(v), veh/h 670 0 0 554 0 0 273 0 0 118 0 0
Grp Sat Flow(s),veh/h/ln1774 0 0 1836 0 0 1820 0 0 1846 0 0 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 6.2 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 12.9 0.0 0.0 9.8 0.0 0.0 12.6 0.0 0.0 4.9 0.0 0.0 Prop In Lane 0.07 0.04 0.02 0.05 0.09 0.02 0.07 0.03
Lane Grp Cap(c), veh/h 1355 0 0 1399 0 0 374 0 0 378 0 0 V/C Ratio(X) 0.49 0.00 0.00 0.40 0.00 0.00 0.73 0.00 0.00 0.31 0.00 0.00 Avail Cap(c_a), veh/h 1355 0 0 1399 0 0 620 0 0 623 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 4.7 0.0 0.0 4.3 0.0 0.0 34.6 0.0 0.0 31.5 0.0 0.0 Incr Delay (d2), s/veh 1.3 0.0 0.0 0.8 0.0 0.0 2.7 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.2 0.0 0.0 3.1 0.0 0.0 5.8 0.0 0.0 2.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.0 0.0 0.0 5.1 0.0 0.0 37.3 0.0 0.0 31.9 0.0 0.0 LnGrp LOS A AAAAADAACAA
Approach Vol, veh/h 670 554 273 118
Approach Delay, s/veh 6.0 5.1 37.3 31.9
Approach LOS A A D C
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 69.0 18.9 69.0 18.9
Change Period (Y+Rc), s 4.0 3.0 4.0 3.0
Max Green Setting (Gmax), s 65.0 28.0 65.0 28.0
Max Q Clear Time (g_c+I1), s 14.9 14.6 11.8 6.9
Green Ext Time (p_c), s 0.9 1.3 0.6 0.6
Intersection Summary
HCM 6th Ctrl Delay 12.9
HCM 6th LOS B

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